HomeMy WebLinkAbout020-638-08-5814-SAN-2022-134 '` `� Industry Services Division County �
= 4822 Madison Yards Way SGw yG�.r �
; ,�:P � Madison,WI 53705 Sanitary Permit Number(to be filled in by Co.:
s P.O.Box 7162
- Madison,WI 53707-7162 l�q�3� � � v� �
Sanitary Permit Application /State Transaction Number �
In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this form to the appropriate govemmental unit r^`►.��0612�( 7�. "' � --�
is required prior to obtaining a sanitary permit.Note:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing addi �
the Deparhnent of Safety and Professional Services.Personal information you provide may be used for secondary �
purposes in accordance with the Privacy Law,s. 15.04(1)(m),Stats. � ��q � j���e wpy
I.Application Information-Please Print Ali[nformation
Property Owner's Name Pazcel#
a,n; e 1 �F 1'1ar a � who e Oao - �38 - 08 58 ��/
Property Owner's Mailing Address Property Location
301 I�j KG�'na.�l A�7C. Govt.Lot �I�
City,State Zip Code Phone Number
A ���on � W= $y 9l 5' '/a, '/4, Section �$
II.Type of Bui►ding(check all that apply) Lot# T 3 S N R G� �o W
"�I or 2 Family Dwelling-Number ofBedrooms 3 9 Subdivision Name
Block#
❑Public/Commerciai-Describe Use
❑City of
❑State Owned-Describe Use CSM Number ❑Village of
���ao �o�,of O;;bw�.
�. as p.�rS
III.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on line A. Check one box on line B.Complete line C if
a licable.)
A" Q New System Replacement System Other Modification to Existing System(explain)
Additional Pretreatment Unit(explain)
B' � Holding Tank � In-Ground � At-Grade ,ef�Mound � Individual Site Design 0 Other Type(explain)
(conventional) .��e,o�,�,q„{
C• � Renewal Before Revision � Change of Plumber � Transfer to New Owner �st Previous Permit Number and Date Issued
Expiration 'p7��7� 5 ��I b 7
IV.Dispersal/Treatment Area and Tank Information:
Design Flow(gpd) Design Soil Application Rate(gpd/s� Dispersal Area Required(sfl Dispersal Area Proposed(s� System Elevation
y5� �•o '* aas a4a. so 9a.00 Ce�t�.�.
Capacity in Total #of Manufacturer
Tank Information Gallons Gallons Units � L o � �
New Tanks Existing Tazilcs � o � L y � c� c�
a U v� � v� w C7 C.
Septic or Holding Tank � �O�� '��� � �_I�F,�`Cv L.,. /���/_ x.
R � c. f'C
Dosing Chamber •7,S-� �. 75Q � W i t$t-� ��rnC�'C'�'�
V.Responsibility Statement- I,the undersigned,assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name(Print) Plumber's ature MP/MPRS Number Business Phone Number
���.la A c�ee141ST �.� a�4� g� ��s-Ss�-�`��a
Plumber's Address(Street,City,State,Zip Code)
4 acs5�'N S�e.�e I�Qad �7 I-1 ay w�o.r-d, w z. s�+a y3
VI.County/Department Use Only
'� Permit Fee Date Issued Issuing Agent Signature
�Appro e ❑Disapproved
� 1�/ ❑Owner Given Reason for Denial $ 1�� •�o � f,I "�"� 1'�"""""''""`�
Conditions of ApprovaUReasons for Disapproval ,.�£-- c-���4�'1'
11�� �� �� z�,� I�,.:�
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I..QN N\G DM N�TRA fUCv
Attach to complete plans for the system aod submit to the Caunty only on paper not less t6ao 8 tn x 11 inches in size
NO REFJNDS AFfER
SBD-6398(R.03/21) ���E pF p�qMIT
\,�c>�+�W�.� DIVISION OF INDUSTRY SERVICES
— 2331 SAN LUIS PL
!\�D GREEN BAY WI 54304-5211
,V� S � Contact Through Relay
'��,� PS, ��� http://dsps.wi.gov/programs/industry-services
` _ www.wisconsin.gov
�r���*�v�»-�`�y TonyEvers-Governor
Dawn Crim-Secretary
June 24,2022
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES:2024-06-24 /- ""�``
Plan Review:PWTS-062200172-I
RONALD SPRECKELSJR
9205 N State Road 27
Hayward W154843
SITE:
Newhouse-9009W Ridge Way-Ojibwa
9009W Ridge Way
Tawn of OJIBWA
Sawyer County
Total Amount:$450.00
FOR:
Description:Three Bedroom Mound System \Level Site
Individual Site Design,12 inches to limiting factor from original grade,450 GPD,Maintenance required,
Effluent Filter
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 manua�(s)referenced above.The owner,as detined 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
• 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.
. This system has been reviewed and approved as an Individual Site Design.The system shall be
constructed in accordance with the approved plans and ch.SPS 383.Wis.Adm.Code.
• 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 between the hands.If
it rolis into a 1/4-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.
. 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 explaining that periodic cleaning of the filter is required.
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�7).
• 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 be submitted at intervals appropriate for the
component(s) utilized in the POWTS.
A copv of the approved plans speciflcations and this letter shall be on-site durinq construction and open
to inspection bv authorized representatives of the Department which mav include local inspectors
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.
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,
YCa�ie %�r��e�
POWTS Plan Reviewer—Wastewater Specialist
Department of Safety 8 Professional Services � Division of Industry Services
email:
Cell: 608-574-1189
GeoMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Applicabon
INDEX AND TITLE PAGE
Owner Info
Project Name: Newhouse - 9009W Ridge Way - Ojibwa
Owner's Name: Daniel & Margaret Newhouse
Owner's Address: 3217 S Kernan Ave
Appleton, WI 54915
Property Info
Property Address: 9009W Ridge Way
Legal Description: S 8 T 38 N R 6 W
7ownship Ojibwa County: Sawyer
Subdivision Name:
Lot Number: 9 Block Number: CSM#: 6720
Parcel I.D. Number: 020-638-08 5814
Plan Transaction No.:
. _ ,. ,..- ,
. , _ , _ - . _
n ex ages
Page 1 Index and title Page 9 Tank cross sections
Page 2 Data entry 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 contingency plan
Page 8 Pump curve and specifications
Ronald A Spreckels Jr License Number: 226688
Date: 06/16/22 Phone Number: 715-558-6472
Signature: ! �'�-��
Desi ner S� State of Wisconsin Approval Stam��
; 9 P
'ONAt
Designed Pursuant to the
Synergy Systems L.L_C., GeoMat Mound Component Manual (Edition 1, 201�, (N. 4/17),
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and
Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12)
;
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? GeoMat Mound Edition 1, 2017 Page 1 of 10
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Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
R Residential or Commercial Design [�ISD Required?
300.00 Estimated Wastewater Flow(gpd)
1.50 Peaking Factor(e.g.1.5=150%)
450.00 Design Flow(gpd)
0.00 Site Slope(%)
97.50 Installa[ion Contour Line Elevation(ft)
6.00 Depth to Limiting Factor(in)
0.60 In-situ Soil Application Rate(gpd/ft)
75.00 Contour Length Available(ft)
Distribution Ceil InfortnaUon
6.50 Cell Width(ft)325 6.5 or 9.75 Onlv 45.00 Designer Input Cell Length(ft)
2.00 Dispersal Cell Design Loading Rate(gpd/ftz) 45.00 Dispersal Cell Length Required(ft)
2 Influent Wastewater Quality(1 or 2)
Pressure Distribution Infortnation
E Center or End Manifold Are the laterals the highest oint
2 Number of Laterals in the distribution �
325 Lateral Spacing(ft) network?
6.85 Forcemain Dreinback(gal) If N above,enter the elevation ft
0.50 Forcemain Filter Loss(ft) of the highest point.
2.00 Forcemain Diameter(in)
42.00 Forcemaln Length(ft) Does the forcemain drein back?�
90.25 Inside Pump Tank Elevation(ft)
0.156 Orifice Diameter(in)(e.g.0.25)
2.00 Estimated Orifice Spacing(ft)= 6.65 ft/orifice
4.55 System Head(ft)x 1.3
8.83 Vertical Lift(ft)
0.53 Fridion Loss(ft)
14.41 Total Dynamic Head(ft)
28.10 Sx Void Volume(gal)
34.95 Minimum Dose Volume(gal)
23.69 System Demand(gpm)
Diameter Selection
Lateral Diameter Selection Manifold Diameter Selectlon
in.dia. o tions choice in.dia. o tions choice
0.75 125 x x
1.OD 1.50 x
125 x x 2.00
1.50 x 3 00
2.00 x
3.00 x
Manufaeturer Infortnation
Treatment Tank Information EfFluent Filter Infortnation
1000.00 Septic Tank Capacity(gal) Pol lok Inc./Zabel Filter Manufacturer
Huffcutt Concrete,Inc. Manufacturer A100 8 X 12-800 GPD Filter Model Number
Dose Ta�k Informatlon Gallons/Inch Calculator(optionat)
750.36 Dose Tank Capacity(gal) 750.36 Total Tank Capacity(gal)
2028 Dose Tank Volume( aVin) 37.00 Total Working Liquid Dep[h(in)
Wieser Concrete Products,Inc. Manufacturer 2028 gal/in(enter result in cell DoseTankVolume)
Project: Newhouse-9009W Ridge Way-Ojibwa Page 2 of 10
Mound Plan View
— —�
� J
� 1!}10 * Observation Pipe 3 _ 1
K T
6 A
W � I �
O g �
. ❑. . . . . . . . . . . . I
3
� �
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Mound Component Dimensions
Down slope toe extension made.
A 6.50 ft E 18.00 in H 1.00 ft K 11.06 ft
B 45.00 ft F 14.25 in 1 9.56 ft L 67.13 ft
D 18.00 in G 0.50 ft J 9.56 ft W 25.63 ft
292.50 (ft2) Dispersal Cell Area 1153.13 (ft�) Basal Area Available
10.00 (gpd/ft) Linear Loading Rate 4.50 (ft) 1l10 B Obs. Pipe Placement
Mound Cross Section �ew
GeoMat Dispersal Area
Observation Pipe
12"ASTM C 33 sand as GeoMat
required for Geo Mat Distribution Cell
component � GeoMat+12"ASTM C-33 sand
'- H;'J 6
101.19 Finish Grade - Cover Material
100.08 Lateral InveR Elevation �`���'� �'�'
99.00 DispersalCell ��,'. Slope 0.0
Elevation E ' '
ContourElevation 97.50
'�' Tilled Area
Forcemain
In situ soil �
In situ soil
Shading Key
� [� Topsoil Cap
� � Subsoii Cap
? � ASTM C 33 sand (F)
:1 � ASTM C 33 sand (D)
5 [� Tilled Layer
G � Geo Mat
See details on page 4 for number, size, and spacing of laterals.
Project: Newhouse-9009W Ridge Way-Ojibwa Page 3 of 10
End Connection Lateral Layout Diagram
— ------------ ,
.' �=Tum-up w/6all valve or cleanout plug
Sst oriflce located at Z �-;1�
/All orifices point down ��
i
/.. __' ___ ._ _ .X __ _ .. _._ . __. - i
n
P
;��Laterals&force main of PVC Sch 00 per SPS Table�84.30-51
._ .__ _--- -� --�-------------.._-
Number of Laterals 2 Orifice Diameter 0.156 in
Lateral Diameter 125 in Orifice Spacing(X) 2.10 ft
Lateral Length(P) 44.55 ft Orifices per Lateral 22
Lateral End(Z) OAS ft Onfice Density 6.65 ft/orifice
Lateral Spacing(S) 325 ft Manrfold Length 325 ft
Laterai Flow Rate 11-85 gpm Manrfold Diameter 125 in
System Flow Rate 23.69 gpm Forcemain Velociry 2 42 ft/sec
Dose Tank infortnatlon
I pckine rorer v�ith���rniml luhcl_ -
lockln,,dcvi..and�ca�cr tiCh�kal
� J..Veni.tl euvcr 'I
Blccvicallw�x
., r u6c;W . .
a iJ ll l JG'_x\\1C-
.�. 1 . 1' :haJGr�� _!!:- .. ... . { ` �? . '=-L_i�I—_
� I� — _ UISWIIIIItiI
i U toulPip I '� Oliiu IM1'lIT6c
0.'irsl'roi 1_Inricsonrcc � . ll-'I- � -�*� I.pNof
__ _ 'I �� I11ie �In� bJad
. ' �upr �� ��ea Forwmain diameler
J' Inlc� fs1151v. � � ._ 2 Ip.
I c'
I1osss�aP � � � / �-:�s�U�o�lplw�,.�
and�calt� _1I�'�_ _. .�IiJFrnmd•,i'n••�'
A. tigb�gaskat II�' Fumco
IK..-Ph..lc..rnm I
Sim/Techfilter � "�`"^^"°"°°
STF100 1/16 �illiJ,..a�.r.lum,.�� -
& PmnpOnl9nat��� 5�
C �{ �' = �—Pump oif elevalion(fl)
�� Pump OIl'FIoaP " ��,ru�np t-' 91.25
o ��--
i i��„�A �i - Dose tank elevetian(fl)
31iii�it�;3i 3i.�u% : "l3cddine undcr lanl��.^. . ... r ....vtY�.'��„i�ii.Y.,:"7�'7 ' ~_ 90.25
Dimension Inches Gallons Wieser Concre[e Producls, Inc.
A 2128 431 49 Ca aci 750.36
B 2.00 40.56 Volume 2028 gaVinch
C 1J2 34.95
D 12.00 243.36
Total 37.00 750.36
Ftlter ManuTaCtUrer Slm/TeCh Fil[er
Filter Model Number STF 100 1/16 � �
Alarm Manutacturer SJE Rhombus
Alarm Model Number AB
Pump Manufacturer Libe Pum s
Pump Model Number 283
Pump Must Deliver 23.69 gpm at 14.41 ft TDH
Note:Switches containing mercury may not be used in this system.
Project: Newhouse-9009W Ridge Way-Ojibwa Page 4 of 10
GeoMat Distribution Cell Medta Layout
6.50 Cell Width(ft) 1.63 Sidewall to Lateral(ft)
Distributfon Cell Cross-section Arrengements
_� a .
_
Component Legend
� Distribution Pipe With Pressure Lateral L.J O�ce Shield
• Turnup Enclosure ————— Pressure Lateral
GeoMat is covered with approved geolextile fabnc as per the[heir produd approval.
Distribution Cell Plan View Layout-Typical
6.50 Cell Width-A(ft) 45.00 Cell Length-6(ft)
End Connection Latere/Layouf Diagram
�.... �.. � .r� ..�. .� � � . . � ..._ �_ �� �_ �
�,,,� � � �� �. .� �..� �� _._ _ _ —. �. �. _ �
Typical Dispersal Cell
Sand Fill Recommended Distribution lateral
- � Orifice Shieltl
Pipe Dia. Approved Infitrative Fabric
r, _ __
� . . �.^r�;c�,t. �� GeoMat
� . _ _ - - . - - Component
o . �:,r.*v �>;e�-�
Infiltrative Surface/Plow Layer
Observatlon Pipes � Shading Key
/ wa4rTlenc
o � � � Topsoii Cap
ro�ieorianee f e'M�� ti „ > L� Subsoil Cap
a�y„ 3 � ASTM C 33 saod (F)
��s 1 [� qSTM C 33 sand (D)
i•Min f �n•m��a\� ' �` i M�n S 0 Tilled Layer
_��cl nd/GeM1�/�.�
■��■ �_ �� G � Geo Mat
, ��,:i:�..v_�:�.-. � I
'��ilGl'EFd"L'J;.h'i2�d�4r . .. . . .
tiYGCIi,S';1arr'.inM�f.emat- �
See tletails on page 4 for number,size,and spacing of laterals
Project: Newhouse-9009W Ridge Way-Ojibwa Paqe 5 of 10
Mound System Maintenance and Operation Specifications
Service Provider's Name Ronald A Spreckels Jr Phone (715) 558-&472
POWTS Regulator's Name Sa er Coun SPIA-Zonin Administration Phone (715)634-8288
Svstem Ftow and Load Parameters
Design Flow-Peak 450 gpd Maximum Influent PaAiGe Size 1/8 in
Estimated Flow-Average 300 gpd Maximum BOD5 30 mg/L
Septic Tank Capacity 1000 gal Maximum TSS 30 mg/�
Soil Absorption Component Size 292.5 ftZ Maximum FOG 10 mg/L
Type of Wastewater pomestic Maximum Fecai Coliform 10E4 cfu/100 mL
Service FrequencV
Septic and Pump Tank Ins ect and/or service once eve 3 ears
Effluent Filter Ins ect and clean as necessa at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test eriodicall
Pressure System Laterals should be flushed and ressure tested eve 3 ears
Mound Insped for pondin and see a e once eve 3 ears
Other
Miscellaneous Construction and Materials SWndards
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 Synergy Systems GeoMat Mound Component Manual Version 1, 2017.
2. Dispersal cell media conforms to GeoMat products 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 conform to the requirements in SPS 384,Wis.Adm. Code.
4. Tillage of the basai area is accomplished with a mold boartl 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.
Lateraf Tum-up Detail
6-8"Diameter Finished Threaded Cleanou[
Lawn Sprinkler Grade \ Plug or Ball Valve
Box \ �
�
Lateral Ends at Wst Orifice Where
Long Sweep 90 or Two
��45 Degree Bends Same
Diameter as Lateral
� �
Distribution Lateral � Lateral Cleanout
1.4 Feet
Project: Newhouse-9009W Ridge Way-Ojibwa Page 6 of 10
Mound System Management Plan
Pursuant to SPS 383.54,Wis.Adm.Code
Generel
This system shall be opereted in accordance with SPS 382-84 Wis.Adm.Code,and shall maintained in accordance with its'component
manuals[Synergy Sys[ems LLC.,Geomat Mound Component Manual version 1,2077, Pressure Distnbution Component Manual Vec 2.0
SBD-10706-P(N.01/01)and SSWMP Publication 9.6(01/81)]and local or state rules pertaining to system maintenance antl maintenance
reporting.
Septic and pump tank abandonment shali be in accordance wi[h SPS 383.33,Wis.Adm.Code when the tanks are no longer
used as POWTS components.
Septic or pump tank manhole risers,access risers and covers should be inspected for water tightness an0 soundness. Access openings
use0 for service and assessment shall be sealetl watertigh[upon the completion ot service. Any opening tleemetl unsountl,tlefective,or
subject to failure must be replaced. Exposetl access openings greater than&inches in diameter shall be secured by an effective bcking
device to prevent accidental or unauthonzed entry into a tank or component.
Seotic Tank
7he septic tank shall be maintained by an individual cert�etl to service septic tanks under s.281.48,Stats. The wntents of the septic
tank shall be disposed of in acwrdance with NR 113,Wis Adm.Code. The operating condRion ot the septic tank and ouNet filter shall be
assessed at least once every 3 years by inspection.
The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions
are made to retain solids in the tank that may slough oftthe filter when removed from its enclosure. If the filter is equipped with an alartn,the
flter snall be serviced'rf the alarm is activated continuously. Intermittent filter alartns may indicate surge flows or an impending continuous
alarm.
The septictank shall have its contents 2moved when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the
tank. If the contents of the tank are not removed at the time of a triennial assessment,maintenance personnel shall advise the owner as to
when the ne�c[service needs to be pertortned to maintain less than marzimum scum and sludge accumulation in the tank.
The atltlition of biologiwl or c�emiwl additives to enhance septic tank pertortnance is generalty not requiretl. However, If such protlucts
are used they shall be approved for septic tank use by the Wisconsin Department of Commerce.
Pumo Tank
The dosing(pump)tank shall be inspected at least once every 3 years. All switches,alarms,antl pumps shall be tested to verify proper
operation. If an effluent filter is installetl wRhin t�e tank R shall be fnspected antl serviced as necessary. If the force main has a weep hole,it
should be noted rf it is functional during pump operetion.and if not.@ should be cleaned.
""'•No one should ever enter a sepfic or dose tenk sinee dangerous gases may 6e present that could cause death.""
Mound and Pressure Distribution Svstem
No trees or shrubs should be plantetl on the mound. Plantings may be made around the mound's perimeter,and the mound shall be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost peneUation. Traffic(other than for
vegetative maintenance)on the mound is not recommended since soil compadion may hinder aeration of the infiltrative surface within the
mound and snow compattion in the winter will promote frost penetretion. Cold weather installations(October-February)dictate that the
mound be heavily mulched as protection from freezing.
InFluent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS,and 30 mg/L FOG for septic tank efFluent or 30
mg/L BODS,30 mg/L TSS,70 mg/L FOG,and 16°cfW100 ml for highly t2ated effluent. Influent flow may not exceed maximum design flow
specified in the pertnit for this installation.
The pressure distribution system is provitled with a flushing point a[the end of each lateral,and @ is rewmmentletl lhat each laterel be
Flushed of accumulatad solid5 at least onCe every 3 years. When a pressure test is pertormed R 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 within
the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner,and any
levels above 4 inches considered as an impending hydreulic failure requiring addRional,more frequent monitoring.
Continaencv Plan
If 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 condRion.
If the dosing tank,pump,pump controls,alartn or related wiring becomes defective the defedive component(s)shall be immediately
repaired or replaced with a component of the same or equal performance.
ff the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface,it will be repairetl or
replaced in its'present location by increasing basal area if toe leaka9e occurs or by removing biolagicelly clogged absorption and diapersal
media,and related piping,and replacing said components as deemed necessary to bnng the system into proper opereting wndition.
See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project: Newhouse-9009W Ridge Way-Ojibwa Page 7 of 10
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WLP750-MR
TANK SPECIFICATIONS pl
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DIMENSIONS: a i ct
WALL: 2 1/2" � � �
BOTTOM: 3" p S CTI
COVER: 4"
MANHOLE: 24" I.D. PRECAST CONCRETE RISER � d
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HEIGHT: DOME COVER 61" O.D. m d
� _ FLAT COVER 53 1/4" O.D. Q
� � WTSIDE DIAMETER: 84" O.D.
� BELOW INLET: 42" O.D. � �
�� / 4" CAST-A-SEAL\ 4" CAST-A-SEAL LIOUID LEVEL: 37" a�
WEIGHT: 6,150 LBS. � �
m24 INIET AND OUTLET:
�m TYp 4" CAST-A-SEAL B00T OR EQUAL �
\ � GASKET, CAST-A-SEAL BOOT OR EQUAL N '
z �
FILTER OR INLET AND OUTIET BAFFLE AND FILTER: m �
BAFFLE / WISCONSIN, SEE DE7AIL�10 � �
� (OTHER STATES SEE CHART) � � w
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LIQUID CAPACITY: 20.28 GAL/IN �
HOLDING TANK: W� �
ACTUAL CAPACITY: 790 GALLONS �'�
TOP VIEW OUTLET HOLE PLUGGED ��
LOADING DESIGN: 8' 0" UNSANRATED SOIL '�` ��p
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MN TANKS: 0 z�
WILL HAVE ONE VENT OVER OUTLET �a �
AND WILL HAVE TNO VENTS IN COVER OVER INLET �a�
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OPTIONAL FLAT COVER TANK CAN BE USED AS: W o�
a IS AVAILABLE fOR EXCHANGE SEPTIC/HOLDING/PUMP OR SIPHON �J
FOR DOME COVER.
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� COVER: MiX DESIGN �y8 (NO FIBER) -��;��
TANK: MIX DESIGN p10 (SIRUCNRAI FIBER) -
yy�� INLET - �i
qy.e7 _ - OUTLET CUSTOMIZED TANKS:
� FOR CUSTOM TANKS CONTACT WIESER CONCRETE
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JOB NAME: � �'''�
SIDE VIEW �
DATE NEEDED:
SHEET N0.
APPROVED BY: /
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TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMEN?5
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Dan & Margaret Newhouse purchased the property at 9009W Ridge Way in the winter of
2021/2022. The in-ground septic system on the property was installed in 2007 and consists of a
"stone and pipe" design which is flooded and in need of replacement. He is very reluctant to
lose any trees on the property and would very much like to utilize the open space in the existing
system area. After discussing it with Eric at Sawyer County Zoning it seems to be there is lateral
movement of water through the area during the spring. In the natural soil we had 12-14" of
suitable soil betore redoximorphic features. In the disturbed soil structure has been forming
over the lart 14 years. I propose the installation of a mound over the exisiting system utilizing
geomat. The system will utilize 6" of the "natural soil." Considering the disturbed soil over the
existing failed system has developed somewhat moderate structure and roots over the last 14
years I feel this design will provide the owners with a suitable wastewater treatment solution.
An on-site evaluation/soils verification was performed with Katie Petzel (WI DSPS) on June 10,
2022. It was determined the site was suitable for this septic design.
� ' , . Wisconsin Department of Safety and Professional Services Page � of 3
� Division of Industry Services
� �,i�: SOIL EVALUATION REPORT
'�" In accordance with SPS 385, Wis. Adm. Code County
�., ..� '�
Attach complete site plan on paper not less than 8 112 x 11 inches in size_ Plan must include, 54w e�
but not limited to: vertical and hori2ontal reference point (BM), direction and percent slope, Parcel I.D. I
scale or dimensions, north arrow, and location and distance to nearest road. Oa O - G 3 8 � O g S$ 1 V I
Piease print all information. Reviewed by ' I Date �
Personal intormation you provide may De used for secontlary purposes (Privacy Law, s. �5.04(1)(mp.
Property Owner Property Location ❑ ❑
�: 1 � a� o e Govt. Lot �t $ 'h __Y. S _T _ N R E (or) W
Property Owner's Mailing dress Site Address or CSM and Lot#
3� �'� � A., l, nr q esne3. ��a� �o�. �s .tiS q009W R;d e WA
City State Zip Code Phone Number ❑ City ❑ Village � Town Nearest Road
A )e�an w�r_. Sy9 �S � � ",l�wa 1�. d c Wa
� New Construction Use: � Residential/Numberofbedrooms 3 Code derived designflow rate �l s� GPD
' � ReplaCement ❑ Public or commercial - Describe: Flood Plan elevation rf applicab�e ft.
Parent material Loe 53 o-+e � qr�r e� +wa,�h
General comments and recommendations
� Boring # ❑Boring `
�Pit Ground surface elev���5 ft. Depth to limiting factor �� in. f elev.4�'�5 ft.
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°'"�""�- PRIVATE ONSITE WASTE TREATMENT County
.i'_- \ir,.
I'� �,S p � \K�!
SYSTEMS Sawyer
-�,� s �� ( POWTS)
A�'__/•
��zy—�'"��'' INSPECTION REPORT sanitary Permit No:
Safety and Buildings Division (ATTACH TO PERMIT)
GENERAL INFORMATION �� _ � 3 (,�
Personal infonnation you provide may be used for secondary purposes [ Privacy Law, s. 15.04 (I)(m) ] I
Permit Holder's Name: ❑ City ❑ Village Town of: State Plan Transaction ID#:
�Gv�P Q.` �'�r 1 1 �w�oKs� ��� b w a1 t "- ' � r����C1O� ?it �
Insp BM Elev: B Description: Parcel Tax No:
�f�@;p � � � �.,.�, D�0 --63p — o$'"'�'g� 1
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV
Septic ���^,,t �p Benchmark vp,o '
Dosing ,,,,� w;2yZf' -� �
Aeration Bldg. Sewer
Holding St I Ht Inlet
TANK SETBACK INFORMATION St I Ht Outlet Qy,o '
TANK TO PIL WELL BLDG VENT TO ROAD Dt Inlet
AIRINTAKE 9343 �
Septic NA Dt Bottom RO•Y3 �
Dosin �- � � 0� � NA Instaliation
9 � �� �� �� Contour
Aeration NA Header/ Man.
Holding Dist. Pipe oa, l �
PUMP / SIPHON INFORMATION Infi�trative
surface t9.o '
Manufacturer � Demand Final Grade
Model Number � 2f GPM T,� C3 � l0a o �
TDH �b Lift Friction Loss Sys Head TDH Ft
Forcemain L �Ya � Dia �. `� Dist. To Well
DISPERSAL CELL INFORMATION
DIMENSIONS �N 6,� L c(S- # of Cells � Type of System Distribution Media Manufacturer:
SETBACK OHWM of Nav ° Conv ❑ Aggregate ��a
INFORMATION P I L Bldg Well Waters o GP ❑ Chamber Model Number:
❑ EZFIow
CELL TO �-5" ,� � � � ,� ' Mound � Other —
DISTRIBUTION SYSTEM x Pressure Systems Only
Header/ Manifold „ Distribution Pipe(s) K , X Hole Size ,, X Hole � Observation Pipes
Length 3•�.S' Dia �1S Length `(`�.SS' Dia � '�"S Spac _3�S O �� Sb Spacing'�' � Yes ❑ No �
SOIL COVER
--- ---- - — ---___ --
Depth Over �« Depth Over ti Depth of / �� Seeded / Sodded Mulched
Cell Center � Cell Edges �� Topsoil <� [�Yes ❑ No f�Yes ❑ N�
� T
COMMENTS: (Include code discrepancies, persons present, etc.)
���1� �d - � 1 �91 �-�
�.�. ' �� �3 f��
Plan revision required?� Yes ❑ No o� �� �-� �—___—�� "`'% _ � �q�� �
�
Use other side for additional information Date POWTS Inspector's Signature Certification Number
SBD-6710 (R.3/01)
AOOITIONAL COMMENTS NO SKETCH
SANITAAY PERMIT NUMBEA: � — (� y
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