HomeMy WebLinkAbout012-740-04-4317-SAN-2023-135 Department of Safety ��°°°ty SAWYER �
� & Professional Services, �
_' - Sanitary Permit Number(to be filled in by Co. �
= Industry Services Division
� SI ��iS s�
.,.. ;,,,
Sanitary Permit Application s`ate T�"�"'°°"°"'ber =
In accordance with SPS 383.21(Z),Wis.Adm Codc,submission of this form ro the appropriate govemmental unit POWTS-062301231-C �
is required prior to obtaining a sanitary permit.Note:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing addr
the Department of Sa(ety and Professional Sen�ices.Personal information you provide may be used for secondary
pu�poses in accotdance with the Privacy Law,s. 15.04(1)(m),Stats. (SAME)
I.Application Information-Please Print All Information
Property(Tvncr's Name Narcet#
ALAN C. & PATRICIA M. ARNOLD 012-740-04-4317
Property Owner's Maiiing Address Property Location
11134W KELSEY ROAD �;��t.��� NA
City,State Zip Code Phone Number
HAYWARD, WI 54A43 S�kl, SE __��,, se�t,on 04
630-639-883A
II.Type of Building(check alt that apply) Lot# T 4� N iN7 `�:or W
C�or Z Family Dwelling-Number of Bedrooms_ � 7 Subdivision Name
Block# 1�A
❑Public/Commercial-Describe Use - N A
t� ❑City of
❑State Owned-Describe Use CSM Number #345 �V�»age of
V2, P206 ���r� HUNTER
iIT.Type of POWTS Permit:(Check either KNew"or"ReplacemenN'and other applicable on line A. Check one boz on line B.Camplete line C if
a licable.)
A� new S stem Re lacement S stem
y �{ p y ❑ Other Modification to Exisung System(explain) ❑ Additionat Pretreatment Unit(explain)
B.
❑ Holding I'ank In-Ground GEOMAT ❑ At-Grade �Mound ❑ Individual Site Uesign ❑ Other Type(explain)
(conventional)
C- ❑ Renewal Bcfore ❑ Revision ❑ Change of Plumber ist Previous Permit Number and Date fssued
❑ Trvisfcr to New Owner
Expiration g�... p�� ' 3�� � q p
( 0
IV.Dispersal/Treatmeot Area and Tank Information:
Desig���(gpd) Design Soil�pplication Rate(gpd'sf� Dispersal Area Kequircd(s� Dispersal Area Proposed(sfl System Elevat'
� 225 227.50 ��.�� FT.
Capacity in Total #of Manufacturer
Tank Information Galloas Gallons Units A L o v �
New Tanks F.xisting Tanks � o � � Y � � �y
a. U v� v v� i:. C'J c?.
Septic or Holding Tank 1000 1000 1 WIESER COMB X
Dosing Chambcr 650 6�
V.Responsibility Statement- I,the undersigned,assume responsibility for installalloo of the POWTS shown on the attached pians.
Plumber's Name(Print) Plumber' nature MP/MPRS Number Business Phone Number
�� ? _ % � / ,� �
Plumb 's Address(Street,City,State,Zip Code)
�
�U�� `Lt;7l " ' �,(c.C% Ce�'C� ' Gt1Z- �
Vl.Coun /Department Use On y
� 7 '1 Permit Fee Date Issued Issuing Agent Signat�re
A p� ❑llisapproved �/�
�Owner Given Reason for Denial � `�"e� � I I���� �' f��"L���
Conditions of Approval/Reasons for Disapproval
�''� �!� �>�Lr-__��-�.��� �3 �--._ _._. __ � ��''��,���,�i1
_ : =_�� ,
� i �► ;nk# �-��� � � ,}!.)
JUN � 1 2023 i
� S� 23— ���� � ���t�._���__.__._._.�._.. __ _�_.;
SAVJYr R ���j�`: � ,
Attach to complete plans for the system and submit to the County onl}•on paper not less than 8 V2 x mc es m size � y �,a�
NO R�FUNDS AFTER
sso-639s�R.o3i2z� ISSUE OF F�ERMtT
�iKl1�`�
Wisconsin Department of Safety and Protessional Services ��� ��'�� Phone:608-266-21 I2
Division of[ndustry Scrviccs �/ �� ���.r�`� Wcb:hitp: �i��..�ci.��o��
4822 Madison Yards WaY =,:�� �$� ��� EmaiL��,n���u��i���m,n.��_�n�
PO Box 7302 �
i /
lvtaaison,w1 s37o7 �rJ � s ;/ Tony Evers,Governor
��� � �'�� Dan Hereth S
'FO��..lu�\'`%� � ecretary
lune 26, 2023 Conditionally
APPROVED
CONDITIONAL APPROVAL DEPT.OF SAFETY AND PROFESSIONAL
SERVICES
DIVISION OF INDUSTRY SERVICES
PLAN APPROVAL EXPIRES: 2025-6-26 ��Q /��
Plan Review: PWTS-062301231-C
Mary Huppert SEE CORRESPONDENCE
25720 Firefiy Lane
Webster, WI
SITE:
Arnold
11134W Kelsey Road
Sawyer County
Town of Hunter
SW'/<SE%S4 T40 R7W
FOR:
___----
_ -- ----___-- - - -- --- -- ---_-- ,
Description. 3 Bedroom-450 GPD—31" to �GeoMat Mound Manual—(May 2022-2027) I
I limiting factor—Effluent Filter- ; Pressure Distribution Component Manual—Ver. j
i Maintenance required I 2.1 (May 2022-2027) i
� -- - __ _ _ _ __ _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 actordance with the provisions of Sec.145.20(2)�dJ,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.
• 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 Deqartment,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 be submitted at intervals appropriate for the component�s)utilized
in the POWTS.
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,
,ja��wc�2o�ul�y
Joshua Rowley
POWTS Plan Reviewer,Division of industry Services
(715)813-9111 joshua.rowlev@Wisconsin.�ov
GeoMat MOUND AND PRESSURE DISTRIBUTION COI�OI�NT DESIGN
INDEX AND TITLE PAGE
Owner InTo
Project Name ALAN C & PATRICIA M ARNOLD
Owner's Name: (SAME) _
Owners Address 11734W KELSEY ROAD
HAYWARD WI 54843
Property Info
Property Address 11134W KELSEY ROAD_
Legal Descnption: SW SE S 4 T 40 N R 7 W
Township Hunter County: SAWYER
Subdivlsion Name NA
Lot Number 9 Biock Number NA CSM# 45,V2. P20
ParcellD Number 12740044317
Plan TransacUon No
Index Pages
Page t Index and Utle Page 9 Tank cross sections
Page 2 Data entry Page 10 Site Diagram
Page 3 GeoMat mound drawings Page 11 Soil test `
Page 4 Lateral and dose tank Page 12 Soil test
Page 5 Distribution media Page 13 Soil test
Page 6 System mamtenance specifications Page 14 Aenal
Page 7 Management and contingency pian
_ _ --
Page 8 Pump curve and specrfications
; \�,,�;ii�� JO HUPPERT License Number 1859-007
_ ---
D�tL�' � Phone Number: 715�26-1775
�:� .t(n'�,.. .*y . ... __.. ._---
4� � . /.
"i
��Sig�ialore: /��' (. ' ''' EL "�r
;,�eyignb� = State of Wlsconsm Approval Stamp.
�'{ii%3•�,�';� : ConClHonally
'_ � : ;..� "' APPROVED
� n. . , DEPT.OF SAFETV ANO PROFESSIONAL
• J`.�i.+. ��. S.' SERVILES
i
• DIVISION OF INDlISTRY SERVICES
� �'. Y.�
/i. • .
�!:.. C�_ .. _„ �..,�� R..�l�,
�`•.i,. `�, . v'; Desgned Pursuant to tAe
'� ' • ' GeoMat Mound Component Manual 5/15722 see c RRESPONpENCE
SSWMP Publication 9 6 Design of Pressure Distnbution Networks for ST-�SAS(01f81)and
Pressure DistnbuGon CompOnCnt M2nual Ver. '1.1 (May 2022-ZO"L7)
Page 1 of 14
Mound and Pressure Distribution Component Design
Design WorksSeet
Site Information
R Residential or Commercial Design �N ISD Required?
300.00 Estimated Wastewater Flow(gpd)
1.50 Peaking Factor(e.g. 7.5= 150%)
450.00 Design Flow(gpd)
2.00 Site Slope(%)
�99.00 Installation Contour Line Elevation(ft)
31.00 Depth to Limiting Factor(in)
�� 0.80 In-situ Soil Application Rate(gpd/ft�)
90.00�� Contour Length Available(ft)
Distribution Cell Infortnation
3.25 Cell Width(ft)3_25, 6.5 or 9?5 O^.ly 70.00 Designer Input Cell Length (ft)
2.00�� Dispersal Cell Design Loading Rate(gpd/ft') 6923 Dispersal Cell Length Required (ft)
� _ 2j Influent Wastewater(luality(1 or 2)
res§ure Distribu �on ln rtnat on
E Center or End Manifold Are the laterals the highest point
1 Number of Laterals in the distribution Y
0.00 Laterel Spacing(ft) network7
4.31 Forcemain Drain6ack(gal) If N above, enter the elevation ft
0.50 Forcemain Filter Loss(ft) of the highest point.
1.50 Forcemain Diameter(in)
47.00 Forcemain Length(ft) Dces the forcemain drain back?�Y
89.00 Inside Pump Tank Elevation (ft)
'� 0.188 Orifice Diameter(in)(e.g. 025)
� 3.50 �� ��..�:���ated Orifice Spacing(ft)= 11.38 ftZ/onfice
325 System Head(ft)x 1.3
1025 Vertical Lift(R)
0.60 Friction Loss(ft)
1479 Total Dynamic Head(ft)
31.38 Sx Void Volume(gal)
35.69 Minimum Dose Volume(gal)
13.11 System Demand(gpm)
iameter Selection
Lateral Diameter Selection Manifold Diameter Selection
in. dia. o tions choice in.dia. o tions choice
_ ________ . _
OJ5 ' 7.25
1.00 1.50
125 2.00
1.50 x x 3.00
2.00 x
'� __..._. .._.: ---._ ....._:
3.00 x
Manufacturer Information
Treatment Tank Information Effluent Filter Infortnation
1000.00 Septic Tank Capacity(gal) see pump taank � .Filter Manufacturer
i Wieser Concrete Products. Inc. Manufacturer see pump taank j Filter Model Number
Dose Tank Information Gallonsllnch Calculator(ophonal)
650.00 Dose Tank Capacity(gal) Total Tank Capacity(gal)
17.00 Dose Tank Volume gal/in) Total Working Liquid Depth(in)
I Wieser Concrete Products, Inc. Manufacturer gal/in(enter resWt in cell DoseTankVolume)
Project: ALAN C. &PATRICIA M.ARNOLD Page 2 of 14
Mound Plan View
— —t
� J
� ��. .T 10 � Observahon Pipe 3 - _ I
K T
s A
W I : � +
B I
❑ i
3
� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �
L
Mound Component Dimensions
A 3.25 ft E 0.78 in H 1.00 ft K 6.72 ft
B 70.00 ft F 14.50 in I 5.66 ft L 83.45 ft
D 0.00 in G 0.50 ft J 4.83 ft W 13.74 ft
227.50 (ft�) Dispersal Cell Area 623.67 (ftZ) Basal Area Available
6.43 (gpd/ft) Linear Loading Rate 6" 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
� GeoMat+ 12" ASTM C33 sand
H-z �
101.21 Finish Grade Cover Material
100.08 Lateral Invert Elevation � ' �
99.00 DispersalCell �.�. ���,�. :. . Slope 2.0
Elevation � E ' �
ContourElevation 99.00
��' Tilled Area
Forcemain
In situ soil �
In situ soil
Shading Key
1 0 Topsoil Cap
Z L] Subsoil Cap
3 � ASTM C 33 sand (F)
J � ASTM C 33 sand (D)
5 0 Tilled Layer
6 Q Geo Mat
See details on page 4 for number, size, and spacing of laterals.
Project: ALAN C. & PATRICIA M. ARNOLD Page 3 of 14
End Connectlon Lateral Layout DYagram
" �=Tum-up w ball valve or cleanout plug
lst orifice located at Z Z
!All or�ces point down
;. _._ . . ._ . . .. '
x _ _
P
�laterois&force main of_PV[Sch a0 per SPS Table ���30-51
Number of Laterals 1 Orifice Diameter 0.188 in
Lateral Diameter 1.50 in Orifice Spacing(X) 3.60 fl
Lateral Length(P) 6920 ft Orifices per Lateral 20
Lateral End(Z) 0.80 ft Orifice Density 1138 ft�/orifice
Lateral Spacing(S) 0.00 ft Manifold Length 0.00 fl
Lateral FlowRate 73.11 gpm Manifold Diameter 1.50 in
System Flow Rate 13.11 gpm Forcemain Velocity 2.38 ft/sec
Dose Tank Ir�formation
�„�����,�_�,,,�.,,�,�,.,:,.�������.��„�� �
i�.<�.�„E e��.�.�.,�,a,,:,�.�,r��ni,.•:,i
n�<v:�in,,. �,.v.��i.ac�„���, '
,:re.�i�;rni .
: JSISlIG2iVAA�
.r, i_ ..h.JGnW. n. .. d. _.�.-I
�� � llfscauiucl� ��
1 (I u Pl�x Optional ball.phe
WiresPronlJcclnc.ourm / � ,:1 mconvnla�fdnl
_ � � . '. � efilucmMmEJoud
. upi�onal^��i.i Forcemain dameter
J•bJc� ISIPi�ux ' I
�..nl. — � -- �.�J 10.
� Bissz�oP '. � / � nsnnmlp��n tiv1
m��cnlcr . r�l 1� in I
Q� Ugh��A�sAct . wdlJFr�nm� .
''.\v..�aF.d.,�r:�m I I'umco
Clearflow �fI' rF���•�,•' .
NSSCfF324 ��ighwmcralarm�IH' =i
� PumpOnl9oal�l�' �'�
� � � ^ �Pump oft elevatbn(ft)
�I PwnpOn'Ploat• '!'Irump t=1 89.83
o �1_�
j ��p,,.q I. , Dose�ank elevation(tt)
� . .. .. •i:u�. 89.00
:�.:t�'� �vF: 3 • •�.._......�L'undC�IJnl�iii • rz sind ' . r� -k:i�:; �
�aili�::���?.uu.� F�.i._.IleJdii�..,....................au r.a..:n » a��.Et�.;�,��'#r,�,�c.
Dimension Inches Gallons Wieser Concrete Products, Inc.
A 24.14 410.31 Ca aci 650.00
B 2.00 34.00 Volume 17.00 gal(nch
C 2.10 35.69
D � 70.00 170.00
Total 38.24 650.00
Filter Manufacturer Clearflow �
Filter Model Number NSSCFF324
Alarm Manufacturer SJE Rhombus �
Alarm Model Number AB Tank Alert
Pump Manufacturer Zoeller Company '
__ — 1
Pump Model Number� 98
Pump Must Deliver 13.11 gpm at 14.79 ft TDH
Note: Swilches containinq mercury may not be used in this system.
Project: ALAN C.&PATRICIA M.ARNOLD Page 4 of 14
GeoMat Distribution Cell Media Layout
325 Cell Width(k) 1.63 Sidewall[o Laterel(ft)
Distribution Celi Cross-section Arranqements
� Q _
Componeirt Legend
� DisMbu[ion Pipe With Pressure Lateral L.,J Orifice Shield
� Turnup Enclosure — — — — — Pressure Lateral
GeoMat is covered with approvetl geote�ctile fabric as per the their product approval.
Distribution Cell Plan View Layout-Typical
325 Cell Width-A(ft) 70.00 Cell Length-B(H)
End Connection Lateral Layout Diagram
�� .� � ..... � �� � �... � . � �� � � � �.
�� � � � �� � � � � � � � � � � �
` � . ypical Dispersal Cell
Sand Fill Recommended Oistribution Lateral
' � y Orifice Shield
Pipe Dia. Approved Infiltrative Fabric
1•,F_..sx=_..,.� M�r,t.±J'`..��r__. _
� - -_ 7/ AS'R.1)3.uod, . GeoMat
Camponent
� . � /.trLomtl�A..^IlAC3l..eM �
Infiltrative Surface/Plow Layer
U.�v'.�:c+
Observallon Pipes Shading Key
� wace.r�eni�
� 1 0 Topsoil Cap
roae�Fia�ae I a°m�� � ^ 2 � Subsoil Cap
xeoa� ; � ASTM C 33 sand (F)
'"" 1 � ASTM C 33 sand (D)
�•Mm �I ��s�ana\ _' .�i' M�� � 0 Tilled Laye�
��� na/�ear..wir L�
� jL 6 � Geo Mat
�ie���c��.��.�t,,.�l
plA7ERCI0�F.f�I.IJ�F . . ..
. yYA.,"IMC-I3mdmbtGam�. . ".
See deWils on page 4 for number,size,and spacing of laterals.
Project ALAN C.&PATRICIA M.ARNOLD Page 5 of 14
Mound System Maintenance and Operation Specifcations
Service Provider's Name RED'S SEPTIC SERVICE � � Phone 715-798-3033
POWTS Regulator's Name Sawyer County SPIA-Zoning Administration �� Phone (715)634-8286
Svstem Flow and Load Parameters
Design Flow-Peak 450 gpd Maximum influent Particle Size 1/8 in
Estimated Flow-Average 300 gpd Maximum BODS 30 mg/L
Septic Tank Capacity 1000 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 227.5 ftZ Maximum FOG 10 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform t0E4 cfu/100 mL
Service Freaue�cv
Septic and Pump Tank Ins ect and/or service once every 3 years
Effluent Filter Ins ect and clean as necessa at least once eve 3 ears
Pump and Controls Test once every 3 ears
Alartn Should test eriodicall
Pressure System Laterals should be Oushed and ressure tested eve 3 ears
Mound Inspect for ponding and seepage once every 3 years
Other
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 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 requiremen[s in SPS 384, Wis.Adm. Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost
penetration.
Lateral Turn-up Detail
6-8" Diameter Finished Threaded Cleanout
� Lawn Sprinkler Grede \ Plug or Ball Valve
8ox \
L
Lateral Ends at Last Orifice Where
Long Sweep 90 or Two
�45 Degree Bends Same
Diameter as Lateral
� � �.
Distribution Lateral Lateral Cleanout
2.1 Feet
Project: ALAN C. & PATRICIA M.ARNOLD Page 6 of 14
Mound System Management Plan
Pursuant to SPS 383.54,Wis.Adm. Code
General
This system shall be operated in accordance with SPS 382-84 W is.Adm.Cotle,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-1 W06-P(N.01l01)and SSW MP Publication 9.6(01/81)]and local or state rules pertaining to system maintenance and maintenance
reporting.
Septic and pump tank abandonment shall be in acwrdance with SPS 383.33.Wis.Adm.Code when the tanks are no longer
used as POWTS components.
Septic or pump tank manhole risers,access nsers and covers should be inspected for water tightness and soundness. Access openings
used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound,defective,or
subject to failure must be replaced Exposed access openings greater than&inches in diameter shall be secured by an effective locking
device to prevent accidental or unauthorized entry into a tank or component.
Seotic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s.281.48,Stats. The contents of the septic
tank shall be disposed of in accordance with NR 173,W is.Adm.Code. The operating condition of the septic tank and outlet filter shall be
assessed at least once every 3 years by inspection.
The outlet flter 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 off the filter when removed from its enclosure. If the fdter is equipped with an alarm,the
filter shall be serviced if the alarm is activated continuously. Intermittent flter 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 ezceeds 7/3[he liquid volume of the
tank. If the contents of the tank are not removed at the time of a Inennial assessmen[,maintenance personnel shall advise the owner as to
when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank.
The addition of biological or chemical additives to enhance septic tank pertormance is generally not required. However, if such products
are used they shall be approved for septic tank use by the W isconsin Department of Commerce.
Pump Tank
The dosing(pump)tank shall be inspected at least once every 3 years. All switches,alarms,and pumps shall be tested to verify proper
operation. If an effluent flter is installed within the tank it shall be inspected and serviced as necessary. If the force main has a weep hole, it
should be noted if it is functional during pump operefion,and if not,it should be cleaned.
""'No one should ever enter a sepfic or dase tank since dangerous gases may be present that could cause death.""
Mound and Pressure Distribution Svstem
No trees or shrubs should be planted 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 penetration. Traffc(other than for
vegetative maintenance)on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the
mound and snow compaction in Ihe winter will promote frost penetration. 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 eftluent or 30
mg/�BODS,30 mg/L TSS,10 mg/L FOG,and 10'cfu/100 mL for highty treated effluent. Influent Flow may not exceed maximum design flow
specified in the permit for this installation.
The pressure distnbution system is provided vnth a flushing point at the end of each lateral,and it is recommended that each lateral be
flushed of accumulated solids at least once every 3 years. W hen a pressure tes[is pertormed it should be compared to the initial test when
the system was installed to detertnine if onfice clogging has occurted and if onf ce cleaning is required to maintain equal distnbution within
ihe 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 hydraulic failure requinng additional,more frequent monitoring.
Continqencv Plan
If the septic[ank 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 controls,alarm or related wiring becomes defective the defective component(s)shall be immediately
repaired or replaced with a component of the same or equal pehormance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surtace,it will be repaired or
replaced in its'present location by increasing basal area if toe leakage occurs or by removing biologicalty clogged absorption and dispersal
media,and related piping,and replacing said components as deemed necessary to bring the system into proper operating condition.
See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project: ALAN C. & PATRICIA M. ARNOLD Page 7 of 14
_
_ -_ � .�-�---�--
,.� _. ,.. _. :_ , __ _
+ �. = .M HEAD C�ACIIY CUH`iL�' � � I
�i� NOOEI -9Ff 4 5�6
30 �
8 � � � �
ZS
3 5/B
_ _---.
6 p m +
+
1y.79 „ - � �
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1Di+� I �
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i �o I �. e �
2 f � � �'.
-t
5
1 1/2-71 I/2 NPT
� �p LO
S. GI.LOMS 10 `30 ]a b 50 60
)p75 Q _ �� �6p YW
1�. flOn P�Tt WMJiE .
� Y[J1R1 98 60 CYCIE �
Fe�l Gdbns Mbers 4ters
� n �.a ns
m c. >� as�
�5 �S �i IA �'1
i0 T! 6.1 f! •
�O WYc ]]" I �
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4 3/16
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sR�w �
CC3�1S�L i ±=�:C;�ORY FG�2 SPECIf1L P.PPLIC".-.l'tO�i�
Eledrical alt�nalws. for duplex systems. are available and • Variable Ievei float swi6dies are araYabte for oontrdfraJ sir�gle
supplied with an alartn. � ������
• ������.{pr�plex sys0ems. are avaiiable • Doubie pi9gybedc variable leve� �l swilches are avaiiable
wilh w wiMaut alarm swi[ches. fw variable level long cyde controls.
<
3EL-CS IDid Gt11D= �;'`
1. IrYB¢al Met WQ��2 D�msdm�'ral swlrh.no�16ma'contrd repwMl. �ti,3.
Standard zl! models -Nleiahi 39 ibs. - '/ i-t-�. 2 S'sgepippybr�cvaiade�boa'sw�ha'do'�ep�H�"°���� �
983wia ConEia18e1rJion OWl9aitRldllmrbFUOQ7. �
Modsl VoYs-Ph Mode SY�pIK 3 Msd�ric��10-OOTl N t0-0075.
�. See FM0772.br cm�ct nw0�d EISYGI NbmYar.
M90 915 1 hio A� 1 ar 7 6 7 — S GOl�tro�sMir1� /0-O]�5�nW o e co�d actiwbr.apea�Y d�x(3�°r N� .
N9B 1:5 7 7�m 91 2ar286 3ar185 ��
O88 230 '. Aub 1.7 1 a 7 d 7 — 6 Far(I)hob.ti�at�►e�eb^Omc Wr uma'Nyn mru�ecson w wua6m
� yp � � 6.7 2 or 2 66 3 Q a E 5 vrtry4a or h�lmc o0ara�a�.�600C2_
7. Tvw(2)Iwb 1Pak.(or wMaitphl annachm or Sphce.
::�.��iIOC
�p��p�mad�f�rmd�Poi�dtn�boYiegap��y.Zy��pp�yN� iJ!:iut�IL'.lfonciccnl+ols.pmF'criund¢rieczantic.irin9suaui6bx�bacbqaqmllhc6
�n:�.�����.�:y�g�g�Rpµ�; liuruedelec:riwn. AIIalsdricalrndcatep�codessl�wltibefolbncdintlWMglhtmost
��������1���,yd�.pp� recm:Y.�lio�al F;ecUic Lah(�EC)ane tM Occu9atbnal5a(elY am111eaIW Act(OSHkI.
. __. _ '.-_ . ` 'l.���{.$teE _..�r .��-_�:. ..-_ .
For�conditions a reserve safety factor is engineered irrto tlie design of every Zceller pump.
____.——___. IW.TD PO.801f t6irT .
l�aa+n�n�� �r.�.�d.
r� LJ� �cn�rcr�i-�ie�i �F„�,,.�S.� ,L9.F9
' PUMP !O. '�' r-�z�n,�
r��►�.s�-�.' ----- - —
WLP1000/650-MR
TANK SPECIFICATIONS � �
.. •.��_2��_..__-_ ._.. _.._.. .. � DIMENSIONS: w C;
3 O
—-� � WALL: 3'
a" r.as?-n-c�n�..�, I �I -a" CnST-n--SFa� BOTTOM: 3' �.
� COVER: 5"
� --'---- ----- F
v :_ _______._ Y MANHOLE: 24" I.D. PRECAST CONCRETE RISER a.
;�-----------�iirr'-`-----{ HEIGHT: S4 1/2• �
_ �
i ¢
,,', i;��ii a l;. LENCiH: 1Y�-2' >, ,.
" WIDhI: 7'-�� ��I
I i� - � 0�'p -- ���:' �a r ��\�.� BELOW INLET: 43� ' I
' � tyP �' �� ��� L �, � LIOUID LEVEL: 38" ��'�'. i �
i� � � � ( d WEIGHT: 14,940 LBS. '�. a�l $ u
!� �`" � � -' ii. � "' -�' INLET AND OUTLET: ,��� �� $I �O
'� FiLTER OR � I��I ��� 4` CAST-A-SEAL 800T OR EOUAL GASKET �I 'm �� p
' I� BAFF',E iiii �� INLET AND OUTLET BAFFLE AND FILTER: al �' g'�. iL
�I }-_-----------�,�----r---=�� NASCONSIN. SEE DETAIL /10 �� � o� c
_ ` -- -— - ----
(OTHER STATES SEE CHART) W R
LIOUID CAPACITY: 28.32 GAL/IN (SEPTIC� W n
TOP �IEW 17.00 GAL/IN (PUMP) � �
� r :D
LOADING DESIGN: 8'-0� UNSANRAlEO SOIL � � a
� z �
TANK CAN BE USED AS: Y ,� f,
o SEPnC/SEPTIC, SEPTIC/PUMP, � ;�
w OR SEPTIC/SIPHON � ;-� ^�
� �
, ^
a � ° ��hr COVER: MIX DESICN �8 (NO FlBER) y � �
� TANK: MI% DESIGN /10 (STRUCTURAL fIBER)
� , y,� ,,
N CUSTOMIZED TANKS: � "
_� FOR CUSTOM TANKS CONTACi WIESER CONCRETE � ;
INLET _ ---- ---- -�--- OJ'LEi
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RENEWED BY g c�
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SIDE VIEW DRAWINGS SUBMITTED � �
FOR APPROVAL
APPROVED BV: I SF+EET NC
APPROVAL DATE: ____ ___.I 'i �
PRODUCTS NEEDED BY: �� �.
TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REOUIREMENTS � �
Plot Pian �e! '�-°�
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PROPERTY OWNER: �L a,r.': �'. .� �-:�,�,;_, a� t�� ;`�F r_.� .� 1" = 40 FT.
(exceptwhere noted)
'� ' � =backhoe pit
Legal DescriPtion: LeT 9 C.+�� s* � tis �2 �='o� #�T �w��l c�-tflE s�/y:
504 Yu t:, T=,e7NlF 7CW� OF Hun�jE.K S,4"�U�: 'r'��S?Y Iti1�'�'ii=1�t'�• r� ; �'_ «�.�
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Site location:
. _ --- _ _--�
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Plot Plan �"-°�
� �
PROPERTY OWNER:
r�l.a 1.. _. ��:;�-.. , y �� � r-f _ [ __ lu = ��.
(emPt where noted)
� c � � -• r��- _,�d�`T 6 -k�E ��y i� =badchce Pit
Legal DescripUorc �-� A � �.1 n i �
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Site location:
; - - ,
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; z � �:. : . , ��
1 z�s �� a z413
A
C
G�bvi°�r�
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, _ . � _
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� � Pump Switch T� � .Max Pump Max Pump
- '_�... Aetiv �� Ru�Current Start Current �
Mechanically 1/2 HP, 120V 13A, 120V 85A, 120V ' 7-36 in
�� SJE PumpMastar'WPS . �
Activated 1 HP, 230V 13A. 230V 85A, 230V s (18-97 cm)
� . . . . . . . . . . . . _ _ . . ._ . __._._.
� SJE PumpMasteP Mechanically 1/2 HP, 120V 73A, 120V 85A, 120V 7�36 in
Activated 1 HP, 230V 13A, 230V 85A, 230V (18�97 cm)
� SJE PumpMaster'Wus Mechanically � 3/4 HP, 120V i 15A, 120V � 85A, 120V 7- 36 in
Activated 2 HP, 230V 15A, 230V 85A, 230V (18- 91 cm)
� SJE PumpMaster'SPDT Mechanically 1/2 HP, 120V 13A,120V 85A, 120V 7-36 in
s.�g�e poie,Doub�e Throw) Activated 1 HP, 230V 13A, 230V 85A, 230V (18-91 cm)
g � Mechanically 15 FLA. 90LRA 15A, 120V �90A, 120V 3�48 in
� Double FloaY Master
� Activated �20 or 240V 15A, 240V 90A, 240V (7.6-122 cm)
:� � - _. :_...._._,._..v.n.e.._.._e...�,.. ....
, �MUST use if dose < 7" unless using VerticalMaster below' ,.�
Mechanically 1 1/2 HP, 125V 20A, 125V 120A, 125V 9-24�n
� SJE AmpMasteP -
Activated 3 HP. 250V 20A, 250V 120A, 250V (23-61 cm)
` . .,. ... _ . . . .... ... .. . . ... _ ......._�__.
r SJE VeRicalMaster' Mechanically ._ 1/2 HP, 120V � 13A. 120V 60A, 120V .75 - 6.5 in
� . ' " '..,""e^°v""0ons� Activated ' 1 HP, 230V E 12A, 230V 60A, 230V (2-17 cm)
�
� � Use pump 10A, 12VDC 100A, 12VDC � �� ��'
Mechanically 8 36 in
SJE MieroMaster'AC/DC run and 10A, 12VDC 60A, 125V
Activated (20-97 cm)
start current SA, 250VAC 60A, 250V
� Mechanically Use pump 13A, 125V . 78A. 125V �8- 36 i�
� SJE MicroMaster' Plus WS run and
Activated 12A, 250V 72A, 250V (20 - 91 cm)
start current
r-- ---'-�^--- . . . ..�..-
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t��ivsteA .
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aouas-pw� �+� t+�,a�u �sn,.a2�u � 5fia :�av a €; ;,
� � �
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� ,:1:in.GFliy' _ , . _ a.. .LJV /d,a 12Jb' i iL �.
SJE Hi7empMaster'" run and �
Activated � 12A 250V k 72A, 250V (20-97 cm)
start current a
_...�...._.. . .._.,,.�.�.�.. _ ,._ ... . .. . . .. �.....:.: .. ...._..._....
Calitomia Prop 65�epuires the folbwing:�WARNING Cancer and Reproductive Harm-www.P65Wamings.ca.gov
/ 888-DIAL•SJE (888-342-5753)
� � customecservice�a sjeinacom
rE,u, www.sjerhombus.com
SJ E RH O M BUS. 9'°°,36� "'2°
a 2018 SJ[,Inc NI Rig�ts Res±rvetl.
SJE RHOMBUS le e bedeme�k at SJE Inc
� "'"' `�.>; PRIVATE ONSITE WASTE TREATMENT cou�ty
-�� �o� �-! SYSTEMS
����,�,,�S�Ps '=' Sawyer
'����—i�:%`
( POWTSj
�="'"�'`'� INSPECTION REPORT Sanitary Permit No:
Safety and Buildings Division
(ATTACH TO PERMIT)
GENERAL INFORMATION �3 — �3 S
Pe�onal infonnation you provide may be used for secondary pu�poses[Privacy Law,s. 15.04(1)(m)]
Permit Holder's Name: ❑City ❑ Village �Town of: State Plan Transaction ID#:
ah �F-��c.�ti �Ma�� E{...,��s�— �Po�-�3 - b613 0 l�31 .- C_
Insp BM Elev: t BM Description: Parcel Tax No:
lc.� ,a 7��I o'^'� C T�.� ��l Iti O l 2 — 7 Y��-O y --1�l�
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV
Septic wi�r — �a� Benchmark pp,�'
Dosing � ��,,...�po 600
Aeration Bldg. Sewer --
Holding St/Ht Inlet q _c� �
TANK SETBACK INFORMATION St/Ht Outiet S'
TANK TO P/L WELL BLDG vENr To ROAD Dt Inlet
AIRINTAKE
Septic �o ��(o' v� .}�p� NA Dt Bottom � f .,3 `
Dosing �� �� K a NA Installation �
Contour �i`T.o
Aeration NA Header/Man.
Holding Dist. Pipe �oo,y
PUMP 151PHON INFORMATION Infiltrative �
Surface �QO'O$
Manufacturer ���-- Demand Final Grade
Modei Number �'g GPM
TDH (c Lift Friction Loss Sys Head TDH Ft
Forcemain L ±�p' Dia � �� Dist.To Well
DISPERSAL CELL INFORMATION
DIMENSIONS �N � ' L p � #of Celis Type of System Distribution Media Manufacturer'
SETBACK OHWM of Nav ° Conv ❑ Aggregate �,�4�
INFORMATION P I L Bldg Well Waters � IGP ❑ Chamber
❑ AG ❑ EZFIow Model Number:
CELL TO � ��r,,,� '��eo N d � Mound �C Other
—_ —---- - !C— - --- -- -— ___ -----
DISTRIBUTION SYSTEM x Pressure systems Only
Header/Manifoltl Distribution Pip�(s) ,� X Hole Siz� X Hole � ' Observation Pipes
Length " Dia —� Length� Dia �-S Spac ^ � p .�$$' Spacin� Yes ❑ No�
— --- —
SOIL COVER
Depth Over << P 9 �� ', I T p � �� __ l�Yes ❑ No �f Yes ❑
Cell Center � Z � CeIItEd esr �, Dopsoil f � i Seeded I Sodded l Mulched ��
� �
COMMENTS: (Include code discrepancies, persons present,etc.)
��^J��l��
Plan revision required?❑Yes❑ No ���3—� I � ,,� . J! 6�- �"'�1 �
I�7 I � �I
Use other side for additional information Date POWTS Inspector's Signature Certification Number
SBD-6710(R.3/01)
AOOITI�NAL COMMENTS ANO SKETCH
SANIT,4RY PERMIT NUMBER __�-3_._'"�S____ `� �� � ,
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