HomeMy WebLinkAbout004-838-10-1404-SAN-2023-040C."YV ENT DATE
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GL DATE
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COLLECT" STATKIN
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SAWYER COUNTY
10610 MAIN ST
HAYWARD, WI 54843
RECEIVED FROM
Davin Joyner
DESCRIPTION
Check #2856
DESCRIPTIONRECEIPT
Zoning Fees Land Use Permit
LUP 24-117, D. Joyner
100-10000 Cash $200.00
100-27-44402 Land use permits $200.00
DaWffM h�ii,Yfer
302 N State Koad 40
r s3 "
Exeland, 1U,7 54835
y.
715-415-2611
Pqy 10
II& Order If 1.
Ili -It" 11" t, "J' 0
7
BATCH NO.
2024-00000524
RECEIPT NO.
2024-00001226
CASHIER
Michelle Harris
$200.00
Zlas 2856
4-4 79-8229/2759
-12 - bale
CHECK AAMOA
Ins $
'/L
ft
f
Car�►ale�us-
crsm w �..n
715-847-4700 .8W-845-5025`
Ar
1: 2759a 2 2961:00033 26a490 230 2856
VW�aid Clrk�
Total Amount:
SPRINGTIME
Total Cash
$0.00
Total Check
$200.00
Total Charge
$0.00
Total Other
$0.00
Total Remitted
$200.00
Change
$0.00
Total Received
$200.00
$200.00
_,��'�-^`-"": , Industry Services Division Counry �
' = 4822 Madison Yards Way ,S�Qkj�P�' �
,;, /:,,�=P = Madison,VVI 53705 Sanitary Permit Nwnbcr(to bc fillcd in by Co �
� = P.O.Box 7162
�_ 4.� C� -`� r
__ Madison,WI 53707-7162 �_� '� I _�_�� �
Sanitary Permit Appiication s�"-`�`��"°°N°�b�` - �'
/ �
[n accordance�vith SYS 3R3.21(2),Wis.Adm.Code,submission of this form to the appropriate govemmental unit ��oyz3oo�f s�10 ��- a
is requirex3 pnor to obtaining a sanitary permit Note:Application forms for sEateownecl POW"I'S an submitted to Project Address(if ditTerent than m:cilir:t add:: �
the Dcpartmci:t of Safety a��d Prof.ssional Scr��ices.Personal infonuatio��you providc may be used for secondary O
purposes in accordance with the Privacy Law,s. 15.0�3(1)(m),Stats.
I.Application Informatioo-i'Icase Print A1C Informafion / y W Jpf R FP/' _
Property Owner's Name Parcel�f
He d ',d 6 � /0/ o
Property U«�ner's Mailing Address Property Location
�S.7,S � �lb/C /'� U,v � Govt.Lot
City.State Zip Code Phone Number
woad bv� �''S/ � ��,,_,v��.o, s�rio„ _�_
II.Type of Building(check all that applv) L�j'' T 3 N R � E or V
�I or�f mn f I y D�ce i l i ng-Number o f IIedrooms_.,�_ � Subdivision Name
Block#
❑PublidCommercial-Describe Use � —
❑Ciry of _,
❑S[ate O�vned-Describe l?se__ CSM Number illage of ____
J 7�.1 ' ��b� �Toti�n of COU�Q y_-- — — -—
/
III.Type of PO�VTS Permit:(Check cither`iVew"or"Replacement"aud otfier applicable on line A. Check one box on Iine B.Complete linc C if
a licablc.)
A� �Ne�c Svstem �epiacement System ❑Other Modification to Eriscing System(explain) ❑Addirional Pretreatment Unit(explain}
B. �----
❑I folding 7'�nl: ❑In-Ground �.t-Grade �Mound Individual Site Desibm Other T}Te(explain)
(convcational)
�-• i❑Rencw�al Rcforc I❑Revision ❑Change of Plumbc;r ❑l"ransfer to New Owner List Previous Permit Number atid Datc lssucd
Fxpiration ��
IV.DispersallTreatmcnt Area and Tank Informadon:
_ . :: _ ... . �
Design Flow(epd} Design Suil�pplicatia�Rate(�cL's� Dispersal Area 12eyuired(s� Dispersal Area Proposed(sf) System Elevation
v.f�v ,�.o . o .?.� . o gfi•y
Capacity in Total �of Manufacturer
Tank Infonnation i Gallons Gallons � l'nits � � U �, . �
\'�w Tanks Existing Tanks � � o � � � p J. '"
� m
� � o`'. U ci� m ci: :z. C7 0.
-- -- __ t-— �
ScpticorHOl��nLlank 1 /ooO j/00o ' S��
DosingChambcr � �OO I foo � � � �
b
V.Responsibilit}�Statement-I,the undersigned,assume responsibility for iostallation'of t6e`C'OWTS sho�sn on thc attachcd plans.
Plumber�s Naine(Print) Pfumber's S[g�ature —�,�IPKS:Vumber �F3usiness Phone IvTtunher
vice ���-�c�,d4 �r,��' -- .1.7oy9�' 7�,5--/!r3 '�?3�r3--
Pfumbcr's r\ddress(Strcct,City,Statc,Zip Code)
1`l7NN w yo �'xe d w
�T.Countv cpartment Usc Only
7 Permit Fee Date lssued Issuing Agent Signature
�A� ovc L, Disapprovcd y� _
❑Owner Given Reason for Denial � S YQ�/•6c ' c.�I�'� ( �.L�j � �,�,������i�G�
Conditions of ApprovaUReasons for Disapproval
�, p �' US'���J
� A �� ��� . . � ���������
,�;;?� ';, ; �7ate �I
n � Gl�� ^ �
�L .� �_ .�.
�nk# ► �� � APR 2 6 2Q23
C S� .
� p�� "� � �� C�t'.;'tt�..!..� "I5 _�_ . ZON N�ER COUNTY
Altach to cumplch plans fo c systtm and submit ro[hc Coun, only on papcc aot ku than 8 tn z 11 inc6es iu sizc r.
y t.� �if�
SBD-6398(R.03/21) NO RCFUNDS AFTER
1�5UC OF PERMtT
Wisconsin Department of Safety and Professional Services ' . r Phone:60R-266-21 I 2
DivisianofIndustryServices Web.lut� �1�:,�� ���
4822 Madison Yards Way = � ,� '/_� F.mail � ��'_,��� �u i� i_��__
PO Box 7302 '
Madison,wt 53707 = Tony Evers,Covernor
'a;-,; - Dan Hereth,Secretary
April 10,2023
CUST ID NO.:220498 Identification Numbers
BRi10E VITCE1rrDA Plan Review No.:PVb'TS-042300456-C
1450N ST ROAD 40 Application No.: D1S-032314961
FXFLAND,WI 54835 Site 1D No.: SIT-114071
Please refer to all identification numbers in each
correspondence with the Department.
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES:04/10/2025 Conditionally
APPROVED
MUNICIPALITY' DEPT.OF SAF RV CESROFESSIONAL
TOWN OF COUDERAY DIVISION OF I TRY SERVICES
SAWYER COUNTY
SITE: —
BUTLER-KUSCHEL MOUND SEE CORRESPOND CE
12950W JOS R CHAFER RD
COUDERAY,WI 54828
SE-NE/ 5.10-T.38N-R.8W LOT 1 CSM 8603
FO R:
Design Wastewater Flow Value:450 Geomat Mound Component Manual-5/18/22
Bedrooms: 3 Pressure Distribution Component Manual-Version 2.1
Limiting Factor(s): 18 Inches (May 2022-2027)
Maintenance Required: Effluent Filter
SITE REQUIREMENTS
• A full size copy of the approved plans,specifications,and this letter shall be on-site during construction and open to inspection
by authorized representativcs 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 construcrion or installation and prior to occupancy or use:
• A sanitary permit must be obtained from the county where this project is located per Sec.145.19,Wis. Stats.
• Prior to 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 betweeu the hands. If it rolls into a li4-inch wire,the site is too wet to
prepare.If it crumbles,site preparation can proceed. If the site is too wet to prepare,do not proceed until it dries.
• Final 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.
OWNER RESPONSIBILITIES
• The current owner,and each subsequent ov�-ner,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 for the POWTS described in this approval and Wis.Admin.Code§ SPS 383.54(1).
• In the event this soi)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 submittal described above has been re�-iewed for conformance w-ith applicable Wisconsin Administrative Codes and Wisconsin
Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with
I
the enclosed approved plans and with any component manual(s)referenced above. The owner,as defined in chapter 101.O1(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.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construction/instal l ati on/operation.
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. 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 responsibility for the design or
construction of the reviewed items.
Inquiries conceming this conespondence may be made to me at the contact information listed belo�v,or at the address on this
letterhead.
Sincerely, Fee Required: $250.00
Fee Received: $250.00
Balance Due: $0.00
�'LPi ���Pr� Refund F.x ected:$0.00
Katie Petzel
Division of Industry Services
Phone:608-574-1189
Email: katie.petzel@wisconsin.gov
r.
`�� 2�4�T+�;Lr Depaztmentof5atecyandProfesstonalSeMces
KA . o Divisionollnduslry5ervicez
� �� Plum6ingvroduRReview
i <822 Madison YardS Way
P � • P.O.Box 7162
'L� ' �c, Madison,Wisronsin53707-716Z
�p y� 7hone 608-266�1112
- ��m`A� Webhtm://dsos.wi.¢ov
Email dsps�lwiscon5in.gov
Govemor Tarry Evers Dawn Crim,Settetary TfY:ConUct Through Relay
May 26,2022
Geomatrix
Robert Berceau
N6643 Blue Lagoon Lane
Casco WI 54205
Re: Desc�ption: POWTS Component Manual
Manufacturer: Geomatrix
Produd Name: Geomat Mound Manual(S/18/22�
Model Number(s): Geomat Mound Manual(5/18/22�
eSLA PTO No.: PP-052200001-PTOVPCR �
The specifications and/or plans for this plumbing product have been reviewed and determined to comply with chapters SPS
382 through 384,Wisconsin Administrative Code,and Chapters 145 and 160,Wisconsin Statutes.
The Department hereby issues an approval6ased on the Wisconsin Statutes and the Wisconsin Adminis[rative Code.This
approval is valid until the end of May 2027.
This approval is contingent upon compliance with the following stipulation(s�:
1. A copy of this approval letter shall be submitted with all plans using the Geomatrix Mound Manual(5/18/22�.
Ptans submitted wi[hout a copy of this approval letter and manual may be denied.
2. This approval recognizes that POWTS systems deslgned,installed and maintained in accorda�ce with this manual will
provide treatment and dispersal of domestic was[ewater[hat is acceptable in The conterzt of ch.383 Wis.Adm.Code.
3. Systems installed in accordance with ihis POWTS Component Manual shall use wastewater tanks approved by the
department. If a given tank is approved and meets the published specifications wn[ained in the manual,then
redundant approval ofthe tank is not required.The installation shall not compromise the strudural integrity of the
tank.
4. Systems installed in accordance with this POWTS Component Manual shall be installed,maintained and used in strict
acwrdance with the manufadurer's publishYd instructions,Chapters 381-386 Wis.Adm.Code and this product
- approval.if there is a conflict between the manufaRurer's instructions and the Wis.Adm.Code or this Plumbing
Produtt Approval,then the Wis_Adm.Cnde and this Plumbing Product Approval shall take precedence.
5. Complete operation and maintenance instrudions POWTS systems designed in accordance with this manual shall be
provided to each rystem owner and remain onsite.
6. Systems designed in accorda�ce with this manual shall be installed by persons holding the proper license or
registration i�accordance with Wis.Stats.§145.
7. Drain,waste and vent piping used to install these systems shall confortn to s_SPS 384.30(1),(2)and(3)Wis.Adm.
Code. �
8. Cleanouts shall 6e installed in drein piping associated with the installatian of these systems in accordance with s.SPS
38235 Wis.Adm.Code.
r
Geomatrix
May Z5, 2022
Page 2 af 2 .
e5lA PTfl No.: PP-052200001-PTOVPCR
9. Commercial food processing, food production, food service, restaurants, taverns and similar establishments which
may generate greases, fats, oils or similar substances; shall have state-approved grease interceptors installed
upstream of POWTS systems designed in accordance with this manual in accordance with s. SAS 38234 Wis. Adm.
Code.
10. DSPS ?OWTS plan approval shall be obtained from the department's Private Sewage Section, or the appropriate agent
county, for:
a. each installation of POWt'S systerns desig�ed in accordance with this manual; and
b. high-strength and/or commercial POWTS systems designed in accordance wiih this manual.
11. A sanitary permit shall be obtained, in accordance with s. SPS 383.21 Wis. Adm. Code, from the county, or other local
authority having jurisdiction, for each proposed instaltation of systems designed in accordance with this manual.
12. A compfete and acceptable soil evaluation report, conforming to s. SPS 385.40 Wis. Adm. Code, shall be performed for
aIl proposed systems designed in accordance with this manual.
Technical notations:
a. This approva)supersedes the approval issued April Z0, Z017 under e5U1 PTO Mo_ PP-061600072-P70VPCR.
b. Manufacturers website: https_//www.geomatrixsystems.com/product-geomat/
he department is in no way endorsing this produd or any advertising and is not responsible for any situation which may resutt
from its use.
Sincerely,
Brad Johnson —Section CE�ief
Department of Safety and Professional Services
Bureau of Technical Services
Division of industry Services
Phone: 920 492-5605
Email: Bradlev.Johnson(�Wisconsin.�ov
; GeoMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN j
Residential Application
INDEX AND TITLE PAGE
All water treatrnent systems shaii be kept out of septic system
'Owner lnfo '
Project Name: BuUer-Kuschel Mound
Owner's Name: Heather Butler&Brian Kuschel
Owner's Address: 2525 Cobble Hill
CT Unit H
Waodbury,MN.55125
'Property info '
Property Address: 12950W Jos R Chafer Rd
Legal Description: SE NE S 10 T 38 N R 8 W
Township Couderay County:Sawyer
Subdivision Name:
Lot Number: 1 Block Number. CSM#: 8603
Parcel I.D.Number: :04838101404
Plan Transaction No.:
Yndex Pages '
Page 7 Index and titie Page 9 Tank cross sections
Page 2 Data enhy Page 10 Site Diagram
Page 3 GeoMat mound drawings
Page 4 Lateral and dose tank
Page 5 Distribution media
Page 6 System maintenance specifications
Page 7 Management and con6ngency plan
Page 8 Pump curve and specifications
Bruce vtcenda License Number: MP 220498
Date: 03/30/23 Phone Number. 715-943-2382
Signature:
Designer S mY� State of Wisconsin Approval Stamp:
cond;nonauy
APPROVEU
DEPT.OF SAFETY ANU PROFESSIONAL
$ERVICES
DIV SION OF I TRV SERVICES
Designed Pursuant to the
GeoMat Mound Comporrent Manual 5l18/22
SSWMP Publication 9.6 Design of Pressure Distribution Networks for 5T-SAS(01I81)and SEE GORRESPOND ce
Pressure DisUibution Component Manual Ver.2_1(May 2022-202�
Page 1 of 10
Mound and Pressure Distribution Component Design ',
Design Worksheet
All water treatrnent systems shall be kepl out of septic system
'Site Information �
R Residentiai or Commercial Design ON ISD Requi2d?
300.00 Estimated Wastewater Flow(gpd)
1.50 Peaki�Factor(e.g.1.5=150%)
450.00 Design Flow(gpd)
5.00 Site Siope(%)
98.40 I�stallation CoMour Li�e E�evation(ft)
iS.00 �epth to Limifing Factor(in)
0.60 In-situ Soil Applicalion Rate(gpd/fl)
100.00 Contour Length Avalable(RJ
'Distri6ution Cell Information '
325 CeI1 Width(ft)325.6.5 0�9J5 Onlv 70.00 Designer input Cell Length(ft)
2.00 Dispersal Cell Design Loading Rffie(gpdJit�) 8923 Dispersal Ceil Len91h Required(fl)
2 Influent Wastewater Quality(1 or 2)
'Pressure Distribution Infortnation '
E Center or End Manifold Are(he late2ls the highest point
1 Num6er of laterals in the distribution �
0.00 Laterel Spacing(@) network?
11.42 Forcemain Drainback(gal) If N above,enter the elevation(ft) ,
0.50 Forcemain Filter Lass(ft) of the highest point �
2.00 Forcemain Diameter(in)
70.00 Forcemain Length(ft) Does the forcemain drein back?�
89.00 Inside Pump Tank Elevation(fl)
0.756 Orifice Diameter(in)(e.g.025)
1.00 Estimated Orifice Spacing(ft)= 3.30 fllorifice
4.55 System Head(ftj x 1.3
9.98 Vertical Lift(ft)
2.02 FricGon Loss(ft)
17.05 Total Dynamic Head(ft)
55.46 Sx Void Vofume(gal)
66.88 Mnimum Dose Volume(gal)
37.16 System Demand(gpm)
'Diameter Selection
Laterai Diameter Selection Manifold Diameter Selection
in.dia. options choice in.dia. opGons choice
0.75 125
1.00 1.50
125 2.00
1.50 3.00
2.00 x x
3.00 x
'Manufacturer information '
Treatment Tank Information Effluent Ftter InfurmaBon Optional
1000.00 Septic Tank Capacity(gal) Lifetime Fil(er LLC Filter Manufacturer
�Skaw Precast Manufacturer LT 1!8 Flter Model Number
Dose Tank Information Gallons/Inch Calculator(oplional)
600.00 Dose Tank Capacity(gal) Total Tank Capacity(gaI)
16.47 �ose Tank Volume( aUn) To�at Working Liquid Depth(n)
Skaw Prerast Manufacturer gatln(enter result in cell DoseTankVolume)
Project Butler-Kuschel Mound Page 2 of 10
� Mound Pian View j
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t
1�:�1l�1�0�B :�:-:-i'�'�'�'�-:-:-:-:-:-i>:�' observation Pipe :�Q:-:�: �
�� ':T'�"�:-:�:�i:�'�:�:-:�.-.:�:-i��:�:�i ��� _ I
K . �:i:'::::::'<[ : f
:_j;;�' :i�::..f:;frj�?� _-
.�i�::::s;;:�;:•;i q
.��:'::::t;t;t ;i11';'..-:'.-:t:: _
W . .I._. . . .it;i?•:�:'�:'�:�:�:�:.:-:.:"';:f;[;t;:;�;;?.i::t'.;^c:'.{':'.:�;ni;?�._�.i;i;i.�3f:r:��:_::. —
B —�' �
.•. 3 -.'.�...... . . . . '�.-.-:-:�.�.�:�.�r.!�.�i.�i.�i.-.�.�.�.�i.�.•.�_�.-i.-.�.�.�.� I
. . �. . . . . .'.'.'.'.'ri.'.'.'.'.'.•.'.'.'.'.•.'r.'.'.'i.'.'.'.'.'.'.'i.'.'.'.•.•.�.'}
. . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
� -F--
� L '
'Mound Component Dimensions , '
A 325 ft E 7.95 in H 1.00 ft K 8.49 ft
B 70.00 ft F 15.00 in I 8.51 ft L 86.99 ft
D 6.00 in G 0.50 ft J 5.87 ft W 17.63 ft
227.50 (ft2) Dispersal Cell Area 823.53 (ft) Basai Area Available
6.43 (gpd/ft) Linear Loading Rate 2.00' End of B Obs. Pipe Placement
'Mound Cross Section View '
GeoMat Dispersal Area
Observation Pipe
12"ASTM C 33 sand as GeoMat
required for Geo Mat Distribution Cell
component 6 GeoMat+12"ASfM C33 sand
��1�
� � G� �� %�Ti�.0 il2 ��%�� �
101.15 Fnish Grade � ,�' ; : . �/%//� Cover Material
99.98 Lateral�nvertElevation i . . . _•n'. �;:'..__ ,.yi�/,
98.90 Dispersal Cell �� : • • : � , • •. � ��;` rSlope 5.0
Elevation ' �'•� � .'..•z.,�•�
,,.i.•r:�. .,�,�i�
i�• •��� �'��� ContourElevation 98.40
�, o;,�:,,,4�`:�`i:
,\����n. Tilled Area
Forcemain
� In situ soil �
In situ soil
' Shading Key '
1 0 Topsoit Cap
z 0 Subsoil Cap
3 0 ASTM C 33 sand (F)
4 0 ASTM C 33 sand (D)
5 0 Tilied Layer
6 ���� -� Geo Mat
See details on page 4 for number,size,and spacing of laterals.
Project: BuUer-Kuschel Mound Page 3 of 10
� End Connection Lateral Layout Uiagram ;
� � '.��.l=Tutn-uPw/balivalve.ordeanouti- �
,RII.o�ceSpointdawn' . ,. ,v.- .
- � � -�7( - �' �1s[orificelhcatedat -Z-
. . _. ...� , .
p t�
La[e 1s.&forcema'nofPVC5ch40� erSP.STable '
� ._.... � . . . .._ . .�.�s,.
Number of Laterals 1 Orifice Diameter 0.156 in
lateral Diameter 2.00 in Orifice Spaang(X) 1.00 ft
Wteral Length(Pj 69.00 ft Orifices per Lateral 69
Late21 End(Z) 1.00 ft Orifice Densiry 3.30 ft�/orifice
Wteral Spacing(S) 0.00 ft Manifold Lenglh 0.00 ft
Lateral Flow Rate 37.16 gpm Manifold Diameter 2.00 in
System Flow Rate 37.16 gpm Porcemain Vebcity 3J9 i0sec
'Dose Tank Information �
I.«king eovcr wi�l�waming labcl.
Mding devicc and wmtt tig/n seal
� 4^vcnKdCorcr •
Clcc�.:nibox
xrer:lECi00 —
:uW 51'S3IG?5\\'AC
_i1d- 11-Lr iencJG.auc �-L-__—_lll_�Ld� _____. u.l. �LI.
�)iscoonctt
Ycicanomrt�v I �— _.pptiona�Ua�l• ��•
WiRsrron,Cleciricwuicc � � �000n�mla of
�m��w c�� u�
-- —_ — _— —' . \Opiiaivl �n Fpwneu�damM+u
A'Inla ^�F:x.. / ' _. —�-.m 2 10.
� I 1 _
00.ssslOr ♦� J',\SI�IJW riM�e�
o�ul o�nlcr nrac N wT T
Al Gynsaska � '"���"�°w Ar co
Sim/Tech FJter
� �M�omc�
$TF100 1/16 Illig�wa�cralarm•j =
�i Pump On Float� t
c �— —P�unp df elevelion(fl)
�rnm�orcrioa� r�mn F 90.00
4 r �_o�e�e�k��cm
���,.. �
ss.00
_:����a�„ ������ ,
Dimension Inches Gallons Skaw Precast
A 18.37 302.54 C aci 600.00
B 2.00 32.94 Volume '16.47 gaVnch
C 4.06 66.88
D 72.00 197.64
� Total 36.43 600.00
Fllter Manufacturer Sim/Tech Fifter
FiHer Model Numher STF 100 7N6
Alarm Manufaciurer SJE Rhombus
Alarm Model Number 01-H
Pump ManuFaclurer Zoeller Company
Pump Model Number �52
Pump Must Deliver 37.16 gpm at �7.05 ft TDH
Note:Switches conlaimng mercury may not be used in this system.
Project Butler-Kuschel Nbund Page 4 of 10
; GeoMat DisVibution Cell Media Layoot
325 Ce11 WdM(R) 't.63 Sidewall to La[eral(ft)
Distribution Cell Cross�section Arrangements
-_- _ , . `�;-�� i� - - - - -�
' ' _ _ _ _ _ ' _ _ _ _ _ J " �I _ � " .«<�_���.j
'Component Legend •
� DisUibution Pipe Wifh Pressu2 Lateral 1_.J O�ce Shield
S Tumup Encbsure ----- Pressu2 Lateral
CeoMat is covered with approved geWextite fabric as per Me their product apprwal.
Distribution Cetl Plan�ew Layout-Typical
3.25 Cell Width-A(ft) 70.00 Cell Le�gth-8(ft)
End Connec6on Laferal Layout Oiagram
�� r ---r- , r� , � ^_' . � �_' . , -r"-5 � r. nr ��;�
! � � � - . r �- c.
�'�f t�+�TT� r�lr�► +T � . �TT*Y . l���w'h Y'��+�
'T ; , , �. . � ` ` . .: .: 9
. . .: .: . . ..... .. .. .. .. . � ... ._. .. .: . ._. . - .
' Typical Dispersal Cell '
Sand Ffi Recammentletl ��sMbution ta[eral
- _ �y 2 Oriiice$hield
Pipe�fa. APPro�ed�nfiitra6ve Fabric
r ..' ma�+ " �'��
� _ � �i'rSITA77S�'.'.'�'.' GeoMat
. �.'. . Compoirent
o `': g F��ansrtnc.us`�]•
re
� - '-'-'- -' �a I�filGative Surtace/Plow Layer
�
___�moFan�
' Observa6on Pipes � � - ' � Shading Key � � '
� vn�errdx�
� , 1 0 Topso7l Cap
raktFlmEe � I <'�M 4
Z 0 Subsoil Cap
3 0 ASTM C 33 sand (F)
$ 4 0 ASTM C 33 sand (D)
rMm � I '� iannx i � 5 0 Tilled Layer
/G
�� _ . '� I � �- 6 ��� ��� Geo Mat
7A7FJtC1.OSETWllAR ' �'-�'�lonU�e�
..,�YASRdGl3aatm1c y , , q'I � ,�
See detads on page 4(w(wwmber,sis,antl spating of�aterals.
Project: Butler-Kuschel Mound Page 5 ot 10
� Mound System Maintenance and Operation Specifications
Service Providers Name A-t Plum6ing Phone 715-943-2382
POWTS Regulators Name Savryer Coun SPIA-Zoning Administ26on Phone (715)634-8288
Svstem Flow and Load Parameters
Design Fbw-Peak 450 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow-Average 300 gpd Maximum BODS 30 mglL
Septic Tank Capacity 7000 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 227.5 if Maximum FOG 10 mg/L
Type of Wastewater pomestic Maximum Fecal Colifortn 10E4 cFu/100 mL
Service Freauency
Septic and Pump Tank Ins ed and/or service once eve 3 years
Eftluent Filter ins ect and clean as necessa at least once eve 3 ears
Pump and Controls Test once every 3 years
Alartn Shoutd test periodiplly
Pressure System Laterals should be flashed and pressure tested eve 3 ears
Mound Inspect for ponding and seepage once every 3 ears
Other
Miscellaneous Construction and Materials Startdards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-t,have a watertight cap and are secured in as
shown in the Synergy Systems GeoMat Mound Component Manuat Version 1,2017.
2. Dispersal cell media coMorms to GeoMat produds 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 confortn to the requiremenls in SPS 384,Wis.Adm.Code.
4. Tillage af the basal area is accomplished wRh a mold board or chisel pbw.
5. The mound sWcture and other disturbed areas will be seeded and mulched to prevent soii erosion and help reduce frosf
penetration.
Lateral Tum-up Detail
�6-8'Diameter "'� � �� Threaded Cleanout
Fnished
� lawn Sprinkler Grade � �'���� Plug or Ball Valve
;Box �,
. , -. �
-:Lateral Ends at Ust Orifice Where - . .�, :n�
_ � i �'7' i��
�i Long Sweep 90 or Two
, �45 Degree Bends Same
t i�<, . �� . Diameter as Lateral
, ':.
� ��sPth!{��
�
Dishibution Lateral Lateral qeanout
2.5 Feet
Project: Bufler-Kuschel Mound Page 6 of i 0
Mound System Management Plan
Pursuantto SPS 383.54,ws.Adm.Code
General
This system shail be opereted in accordance wilh SPS 382-84 Wis.Adm.Code,and shall maintained in accordance with iLs'component
manuals[Synergy Systems LLC.,Geomat Mound Component Mamial version t,2077,Pressure DisMbution Component Manual Ver.Z.0
SB0.10706-P(N.Ot/01)and SSWMP Publication 9.6(01B7)]a�d lopl or state rules pertaining to system mai�tenance and maintenance
reporting.
Septic and pump tank abandonment shap be in accordance with SPS 363.33,Wis.Adm.Code when the tanks are no longer
used as POWlS components.
Septic or pump tank manhole risers,access risers and covers should be inspected for waler tightness and soundness. Access apenings
used for service and assessment shall 6e sealed watertight upon ihe completion of service. My opening deemed unsound,defective,or
subject�o failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effecfive Iocking
device to prevent accidenlal or unauthorized enVy into a tank or componenl
SeoticTank
The septic Nank shall be maintained by an individual certified to service septic tanks under s.281.49,Slats. The conlenis of the septic
tank shaN be disposed of in accordance with NR 113,Wis.Adm.Code. The operating condition of the sepflc tank and outlet fiNer shall 6e
assessed at leas[ance every 3 years by inspection.
The outlet filter shail be deaned as necessary to ensure proper opera6on. The filter cartridge should not be removed unless provisions
are made to retain salids in fhe tank that may slough off the fiHer when remaved from its enciosure. If lhe filter is equipped with an alarm,ihe
filter shall be serviced if the aiartn is activated mntinuously. Intertniltent filter alamu may indicafe surge flows or a�impending contlnuous
alarm.
The septic tank shall have iLs contenls 2moved when the volume of sludge and sam in the tank exceeds 7/3 the liquitl volume of the
tank If the crontenis of the taMc a2 not removed at the time of a triennial assessment,maintenance personnel shall advise the awner as to
when the neM service needs to be perfartned to maintain less than ma�cimum scum and sludge accumulation in the tank.
Tha addition of biological or chemical addkives to anhance septic tank perfortnance is generally not requued. However,'rfsuch produds
are used they shall be approved for sepfic tank use by the Wisconsin Deparnnent of Commerce.
Pumn Tank
The dosing(pump)tank shall be inspected at least once every 3 years. All switches,alartns,and pumps shall be tested to verify proper
aperation. If an effluent fdter is inslalled wi�hin ihe tank it shafl be inspeqetl and serviced as necessary. If the force main has a weep hole,it
should be noted if it is fundional during pump operation,and if nof,d should be cleaned.
""'No one should ever enter a sepNc or dose tank since dangerous gases may be pmsent fhat could cause deaM.""'
Mound and Pressure Distribution Svstem
No trees or shrubs should be planted on the mound. Plantings may be made around lhe mound's perimeler,and the mou�shall be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetralion. Traffic(other than far
vegetative mainlenance)on the mound is not recommended since soil compadion may hinder aeration ot the i�filtrative surface within the
mound artd snow compaction in the winler will promote frost penetratioa Cold weather installations(October-February)didate thal the
mound be heavily mulched as p�oteaion trom freezing.
Influent quaiity into the mound system may not exceed 220 mgll BODs,150 mglL 7SS,and 30 mglL FOG for septic tank eftluent or 30
mglL BODS,30 mglL TSS,10 mg/L FOG,and 1 M cfu/100 mL for highly treated etfluent InFluen[Flow may not exceed maximum desigo flow
specfied in the permit for lhis installaYron.
The pressure dishibution system is provided with a flushing point at the ead of each laleral,and R is recammended that each lateral be
flushed of accumWated solids at least once every 3 years. When a pressure test is pedortned it should 6e compa�ed to the initial test when
the system was installed to detertnine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within
the dispersal cell.
Observa6on pipes within the dispersal cell shall be checked for etfluent ponding. Ponding levels shatl be 2ported to the oHmer,and any
levels above 4 inches considered as an impending hydraulic failure requiring additional,more frequent monitaring.
Continaencv Plan
IF the septic taok or any of ils components become defedive the tank or component shall be repaired or replaced to keep the system in
proper operaiing condi6on.
If the dosing tank,pump,pump controls,alarm or relaled wiring becomes defedive the defeclive componeM(s)shall 6e immediately
' repaired or replaced with a component of Ihe same or equal perfonnance.
If the mound componeM faiis to accept wastewater ar begins to dischaige wastewater to llte ground surface,it will be repaired or
2placed'm its'present locafion by Increasing basal area if tce leakage occurs or by removing biologically dogged absorytion and dispetsal
media,and related piping,and replaang said componeMs as deemed necessary to bring the syslem into proper operating cond'Aion.
See Page 6 of this plan for the name and telephone number of your local POWTS re9ulator and service provider.
Project Butler-Kuschel Mound Page 7 of 10
TOTAL DYNAMICHEAD �C� pUMP PERFORMANCE CURVE
FLOWPERMINUTE - Mooe�tsinsv�ss
w
MODEL 151 152 153 i� � �y
Fcef Nelers Gal Ulers ahL lAas GaL Litus
5 f.5 50 id9 68 7fi1 77 297 i7 l0
f0 AO �$ 170 61 731 70 Zfi5
75 1.6 ]! 111 53 7D1 -61 - "117 ' � n
1U
411 6.1 79 nU �� 161 51 197 i 10
75 7.6 lfi 61 ]� 179 I7 159 � �
70 9.f - - 7� B7 J7 1Z5 � 0 ss I51
35 I0.7 7t BS
_ ' _ ' �
40 12.2 ' ' - ' il 42 0
SMabtlHeaE' d04(9.7m) J6M1(11.fim) /bR(714m) 6 �
75
10
I
5
0
10 l0 7� �0 50 60 ]G AO 90 700
GALLONS
� LRQtS 0 l0 80 RO 160 I00 310 ]l0 770 ]60
FIOWPERPfINUiE e��3ae
Model .--*^��ti�S=L-���' �F a i MOOEI�COI�ARISON7�� ���'�44�ir r' ' ��.,c!
Scal Mode ��Vo�ts ,_�:FI� A�ip„- HF�� r �{''��y�:��b'�`s�� w�r'� �;IM�'(�� �� -Simplc� � D plek
N751 $ingle Non ,t15 1 6.G !l3 60 31 15 Yor3
E751 Single Non 730 1 31 1/3 60 32 15 1 lor3
BN751 Smgle Auto 175 1 fi0 1�3 fi0 33 15 • 7or3
BE151 Single Auto 230 1 3.1 7!3 W 33 15 • 2or3
N754 Sinplc Non fl5 7 8.5 N10 fi0 37 77 1 2or3
H52 Single Nan 230 7 4.3 4l10 60 37 17 1 1or3
6N75] Single Auto 71S 1 0.5 N10 60 39 78 ' 2or3
BE752 Single Non 730 7 4.3 4fl0 60 39 18 • )or3
N153 Singlu Non tl5 7 10.5 1/2 60 37 17
6N153 Single Auto NS 7 70.5 12 60 39 18 • Zot3
E153 Sinelo Non 230 1 S3 12 60 37 17 1 7.ojy3
OE153 5inglt Non 130 1 5.3 12 60 � 39 � 18��� ` 2or9
•9N and BE modds indude a 20'�6 m�piggyhark variaWe kvel pump switd�. Additional wrd 1<ngihc are availaWe-in 45'(8 m��aqd 35�fl m�.50'(15 m)rnrdc are
availablc for 730 V uNis only.
NOTE:Madc1157 has a plasuc hasc.Models 152&153 ha�c a ess[iron 6asc.
SELECTION GUIDE
t. For automatic use single piggyback varia6le level float switch or double piggybackvar•iable�l�,v�ltl.oat switeh.
Refer to FM0477.
2. See FM1228 for correct model of simplex control panel.
3. See FM0712 for correct model of duplex control panel.
A CAUTION al rtuullauon ol comrois.promctim devices enE vA�ing sMuld Ce tlonn by a quellfied liurued nlaGd41��. ��YE`(iFal.and sal�ly codez shauld be
lopowed mdudnp�Ae mos�rtcem No[ional Elecmcal Code(NEQ�nd tha Oceupa6ond 6afory and HnelthAc�1�
Q Copyright Zot4 Zoellar Co.All rights reserved. � '
502-778•2731 � 8U0-928-7867 � 3fi49 Cane Run Road � louisville,KY 40271-19H1 � w,rv.i�iti'tbeller.com � '�.
,.t,. ,
I W,4RNING DEA7H MAY OCCUR lF TANK IS ENTERED SKAW 1000/600 �
0 WITHOUT PROPER EQUIPMENT i' ^1 C�i
I— 70.00 � / �
NOTE:SEE WNER WALL PH07'O ON THE"EXCLUSIVELY AT SKAIMS"PAGE. i I
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5.00T� i 16.00 1,ppJ
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2.pp f8.pp �41NCH
4/NCHPRESS PRESS
SEAt GASKET SEAL
INSTALLED GASKE'f
WHENPOURED
�BAFFLE FILTER /
39.00
s.00 SECTION VIEW OF T,4NK AND COVER — s.ao
Model Number: �000 / 600 $�(q� pRE-CAST Phone: (715) 967-2277
Approvedfaf: SEPTIC/SEPTIC,SEPT/C/PUMP,SEP77C/S/PHONORHOLDING Toll Free: 1-800-924-8625
Welght n e �m. u e �m. Liq. Depth Gal./In. Nom. Cap. 26255 105th Street, New Auburn
Wisconsln 54757 Fax: (715) 967-2707
13,050lbs. 44" 42„ 39" 16.47 642.33ga1. www.skawprecast.wm
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Real Estate Sawyer County Property Property Status: Current
� Listing
Today's Date: 4/12/2023 Created On: 1/10/2022 3:27:38 PM
Description Updated: l/10/2022 Ownership Updated: 3/25/2022
Tax ID: 44348 HEATHER BUTLER WOODBURY MN
P�N: 57-004-2-38-08-10-1 04-000- BRIAN KUSCHEL WOODBURY MN
000040
Legacy PIN: 004838101404 Billina Address: Mailing Address:
Map ID: HEATHER BUTLER HEATHER BUTLER
Municipality: (004) TOWN OF COUDERAY 2525 COBBLE HILL 2525 COBBLE HILL
STR: 510 T38N R08W CT UNIT H CT UNIT H
Description: PRT SENE LOT 1 CSM 37/233 WOODBURY MN WOODBURY MN
#8603 55125 55125
Recorded 3.360 Site Address * indicates Private Road
Acres:
Lottery � 12950W JOS R CHAFER COUDERAY
Claims: RD 54828
First Dollar: No
Zoning: (RR2) Residential/Recreational Property Updated: 4/8/2022
Two Assessment
ESN : 454 2023 Assessment Detail
Code Acres Land Imp.
Tax Districts Updated: 1/10/2022 G1- 3.360 10,900 0
1 State of Wisconsin RESIDENTIAL
57 Sawyer County
004 Town of Couderay 2-Year 2022 2023 Change
576615 Winter School District Comparison
001700 Technical College �and: 10,900 10,900 0.0%
Improved: 0 0 0.0%
Recorded Total: 10,900 10,900 0.0%
Documents Updated: 1/10/2022
QUIT CLAIM DEED Property History
Date 438241
Recorded: 3/22/2022 Parent Properties Tax ID
EASEMENT 57-004-2-38-08-10-1 4668
04-000-000030
Date 442985
Recorded : 1/11/2023
CERTIFIED SURVEY MAP
Date 436293
Recorded: 12/3/2021
COVENANTS
Date 421181
Recorded: 11/19/2019
EASEMENT AGREEMENT
Date
;:� -
SAWYER COUNTY
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTEI2, OF SECTION 10, TOWNSHIP 38
NORTH, RANGE 8 WEST, IN TI� TO�PN OF COUDERAY,
SAWYER COUNTY, WISCONSIN.
_
U
�� NORTHEAST CORNER
=3� SEC.f0-38-8
~ � FOUND 3.25" ALUjf. r1fON. �
��
O ta�p< I
Z Z Y
��5 DEED �
� -� DOC. No.251040
i� �
">� �
�=o N89'16'53"E 450.26' I
O U1U
��� I
O
�� I
�Z�
W� I�D
W W O
��'� ;., LOT 1 N �
N�N � 146,479 SQ. FT. °i I o
��� N 3.36 ACRES � J
��:,� "' 110
mzm
� 0 DEED I rn
DEED f� � DOC. No.196770 � �
� � � N
DOC. No.l92562 �D ^j m
S89'28'02"W 450.22' -- � N �
� 66.1 2' ��
c� �� � rn �� I J
o� ;,, LOT 2 L-- u� w � ,
b o 67,533 SQ. FT. L,y o w �° ,� I
Z �n 1.55 ACRES N � i�b I o �
m
< I
S89'28'02�1H 450.22' y i�
� � i� I
a
;� LOT s U � ° I� j
0 82�391 SQ. F'I'. o I� i�
� �
� 1.89 ACRES N ��� � I
�
� � I
sss•2s'o2�'w aso.22' �^ � -— I
_S_8s9'ZH'OZ"W h � _—__—__—__—__—N �, SS9'2S'OZ"W
� — —s _�
4320.52' ; S89'28�02�YV 450.22' T��m c�T��"E _ 430.41' //"
\��_ ------- -589'28'02'1N 5201.15'- ----- '�
WEST 1/4 CORNER JOS R CHAFER ROAD EAST f/4 CORNER
SEC.10-38-B —————————— SEC.f0-38-8
FOUND 3.25" ALUM. MaN. FOUND SURVEY �lARKER
LINE TA9LE NAIL IiITH A 1" TOP.
L1= N00'S9'26"E 33.01'
L2= S00'59�26"W 33.01� FIELDWORK COAIPLETED ON 12-1-2021
L3= S89'28'02"W 66.02' �
JOB # 03921 L4= N00'59'26"E 66.02'
L5= N89'28'02"E 132.05' LEGEND
Prepared by. L6= S89'28'02"W 66.02' -
desse' Suzan Land Surveying LLC P.L_S.S. Corner Monument
Phone No. (715) 634-0774 p' 125� 250� � of Record as noted.
13731W Sjostrom Circle � Set .75'� x 18" Iron Rod �
Hoyward, WI 54843 wt. 1.50 Ibs. -per foot.
Sheet 1 of 2 Sheets SCALE IN FEET 1" = 125' O Calculated Position
�.
Septic Easement
Located in part of the Southeast Quarter of the Northeast Quarter,of Section]0,
Township 38 North,Range 8 West,in the Town of Couderay,Sawyer County,
Wisconsin,described as follows:
Commencing at the East%<comer of said Section 10;thence along the east-west Y<line of
Section 1Q S89°28'02"W 430.41'to the southeast comer of CertiYied Survey Map
No.8603;thence leaving said east-west Ya line and along the east line of said Certified
Survey Map No.8603,N00°59'26"E 387.85 to the point of beginning of said easement;
thence continuing along said east line,N00°59'26"E 45.49';thence leaving said cast linq
N48°39'23"E 111.43';thence,S25°39'19"E 3520';thence,S48°46'03"W]32.55'to the
point of beginning.
� ,
� �"T"���;; PRIVATE ONSITE WASTE TREATMENT county
�,i BS ` SYSTEMS Sawyer
,,�,,� Ps ,.� ( POWTS)
�` �'� �`J INSPECTION REPORT Sanitary Permit No:
Safety and Buildings Division (ATTACH TO PERMIT)
GENERAL INFORMATION �� -�OYO
Personal infonnation you provide may be used for secondary purposes[Privacy Law,s. 1�.04(1)(m)]
Permit Holder's Name: ❑City ❑ Village [!�'Town of: State Plan Transaction ID#:
I�e�t� �,,-� d-�n a K-�SG�- �o�.�'zt �-'�13 �o�.3�o YS7o-L
Insp BM Elev: BM Description: Parcel Tax No:
��-o � l`��� lw� .►.� � h-��� �+- n`�o o D�Y- g38- (0 -�YoY
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV
Septic ��l�J - �bpa Benchmark �c�o,c�'
Dosing _ co..,�0 6 po
Aeration Bldg. Sewer �j'�(S �
Holding St/Ht Inlet �jS),r`
TANK SETBACK INFORMATION St/Ht Outlet �i S:.5� `
TANK TO P/L WELL BLDG vENT To ROAD Dt Inlet
AIRINTAKE
sePtic �-��` �I R � �-� � NA Dt Bottom 9/.�5 '
Dosing ., c� k �, NA Installation �
Contour qq���
Aeration NA Header/Man.
Holding Dist. Pipe (�O,I,�'
PUMP 1�IPHON INFORMATION Infiltrative r
Surface ����S
Manufacturer Demand Final Grade
Model Number q� GPM `r C `1�}'.�S�
TDH Lift Friction Loss Sys Head TDH Ft
Forcemain L g3 � Dia �.'' Dist. To Well
DISPERSAL CELL INFORMATION
DIMENSIONS �N r' L D #of Cells Type of System Distribution Media Manufacturer: �
SETBACK OHWM of Nav ° Conv ❑ Aggregate ge�
INFORMATION P/L Bidg Well Waters o GP ❑ Chamber Model Number:
❑ EZFIow
CELL TO �-�p` �/ Mound 0� Other
--- --- ----- - - - --_ ----- --
DISTRIBUTION SYS EM X Pressure Systems Only
Header/Manifold � Distribution Pipe(s) � I X Hole Size� X Hole << Observation Pipes �I
Length Dia �� �Length�`'� Dia �� Spac - a. �� � Spacing � �Yes ❑ No �
- — - --- -- - -- ------- �
SOIL C VER
— - ---
___ _
Depth Over « Depth Over y ' Depth of �, Seeded I Sodded Mulched
Cell Center �� Cell Edges �� Topsoil 6 �Yes ❑ No �Yes ❑ No
COMMENTS: (Include code discrepancies, persons present,etc.)
�,��� %��Y/�-3
� �e�� e�,�- �
.o� ' - - - �
Plan revision required?� Yes 0 No
I iZ,� 2,� -- —` ��— -_ _� G����
Use other side for additional information Date POWTS Inspector's Signature Certification Number
SBD-6710(R.3/01)
AOOITIONAL COMMENTS AN� SKETCH
SANITAAY PERMIT NUMBEA: 3- �Y�
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