HomeMy WebLinkAbout012-640-17-2416-SAN-2024-038 Department of Safety �°'mty SAWYER �
� &Professional Services, �;�,�;t N��m��u�a��,c� �
`;�r �� Indnstry Services Division �,
��( (o�� s
Sanitary Permit Application State Traneaction Number o
NA `�
!n e000rdance with 3PS 353.21(2),Wia Adm.Code,submission of thia fotm m the appropriate govommentel unit �
is tequired prior to obinining a saeitary permit Note:Applic�tion fa►ms for s�tate�ovvood POW'fS are subaitted to Projoct Address(if diffaent thsn mailing eddtess�
the Department of Safety and Professional Services.Perso�l infoaoahon you piovide may be used for secondary
p„��;��,a�,��,��n�rr;���,a.is.o4cix�>,s��. $798N RIVER ROAD
' "_ �.L:�r '�'._? J r �.dy: L 1
. �. . ...,..a� . �' . ... , . ... . _.. .•....... �, .v..:�
, . . , . ._, . � .. ... '. . ..t,...: . '�._<
Property Ownet's Na� Parcel�
ot�- 6Yo- �7- �yl�
Propetty Oamer's Mailing Addre �P�Y�� -
235 MOUNT CCJRVE BLVD Go�rt.Lot��,
City,State Zip Code Phone Namber � 1,7
ST. PAUL,MN ssios NWnL��,, �"°�
- . .:� 2.�: � L, � `�.rf.._.�,: Lot1{ T 4'0 N iNV W
� : . � ' NA
'L�X 1 or 2 Family Dwelling-Number ofBo o Subdivision Name
B,�# NA
o p�ru���-n�,� NA a c�ty oe
u�
C5M Numba#'1684 ❑Village of
❑s,�o�a-n�«;�u� V31, P83 ❑T�of HLTNTER
ri�:t'x�",y,,�#,��T,�, ' �[d �a��i�a#�a����vu�e�oa tt�l� �i��i6ate:$���
�-�. Pfit�+1S� ' ���� :� '4 � '3'�-�4 �.� sE J�St� ,-"4!aa r..��`'� .....�,�:h., �,:� .�'. ..�`.:,.'.: . � ..:i_ -,..: .,;. :-.
A� TYew System �Replacemart 3Ysbam �Othar'Modification to 6xisting 5ysttm(explain) ❑Addirional Pt^eueatment Unit(axplain)
B' ❑Hoiding Tank �In-Cromd GEOMAT ❑At-C�rade ❑Mound ❑ Individual Site Dasign ❑(kt►er Type(explain)
(coaveati
pr�evioua Permit Number and Dau lsaoed
C. ❑Renewal Befo �Revision ❑Change of Ptumber ❑Trensfer to New Own �3 . 2 7�
��� ,� _.. . ,. <. . > . ;. n � ;, �-� � y�M1, 93-24�4 ..�_, _
_� , : - • ,..,.
a F � x 1 S ,�� .�, r?�`,� *`;�
,�, �, �. ,.�. ,..-� . -, -._ -.
F __ :,,. . .,�
, ; , . . ., . . , s S cm Elevatioa.
Dea�6aJ0�(�) Deei&n Soil Aqnl�'on Rate(Sl�s� DisPereal��R uired(s� Dispe�sal Area Proposed�� Y�1
e t , �" y_ $, q 94.50 FT.
���ty� Total #of Mannfacturer �
Tank laforniation
Ciailona Gellona Units V �
New Taoks Ekisffi�8 Ts0k6 � � y� �G�7
Septic a Naidin8 Tsok �d'S-a /a2S`z`� 1 WIESER '"- X
n�g cna� S� 7 �� � W i-�L 5�
., E:
�;,:; : =
: _
-.� .< ��`� ..� .,
, _ .. . •,; -����,aa�me; '��� �� _ . _
,�'�`' - MP/MPRS Number Business Phone Number
Plambet's Name(Pci�) Plumber's Si re
DAN BURCH
�J��� ��s-ai�.�6az
plumber's Address(SKat,City.State,Zip Code) �
N5921 GT.H.K,SPOONER,WI 54801
;.s' F,�'x 1. y r.:.-' � r.h9. �.A�,U t ..5.'h ''�,. �ASE-.. r� , ..,:.- �:�u ( r-4 t`Y F 'f
�:. ... .._ . ..:. �., ��' ` �
�.. ��;�t , r �:.-. , _�.i...�:
,�' . Perm�t Fce YDate Iss Issuing A�em Signacutc.. ,
� �� ed Q DisaPPmved � S C7r��� 7 � I��`-( �..Gc�u.�-,C'.� ��'✓�-L�.-
� .�
�� ❑Owner Given Reason for Dmial .��/
Conditions of ApprovallReasons for Disapproval �`.. r�,,s ' � f�7J—�7 ,,,
',. �� �' , � � �A ? � (Y"�1 D � i `�� ��r—V �r—i I l
� , � � �� I _.._ _ � �1
� � �� �� � �w �:�
oti � a�� _.�. D�C � 4 ��7r3
C S� �-3- �'g� � � �i r�
�b���a.m�r�•�•��a�����..���,��p��.�s�Rx�� `�AN 2 4 2024
r��F�:F;.u�t�s�i�'�R --� c�55
Ia�U€.UF F��IU�l� SAWYE� COl�NT`( �'I
SBD-6398(R.03/22) �Oy!NG ADPAt(vISTRArION
eo at N G UND AN � tS tt?
Residential Application .
INDEX AND TITLE PAGE
trer' n _. .
� _ , _ , "
Project Name: Brian W&Erin E Obert �_�_�_�_ ���.�__�._.�_.._._�.._�_.__��...��.�._.�
Owner's Name: (Same
Owner's Address: 235 Mount Curve Bivd St Paul MN 55105
. :_... ._ _ . . �. _, _ . -.,.;<, , .., < <.�„ � -
_ �_ ._ _ . :
raperty lnfo
Property Address: 8798N River Rd �_ _.__wrc_.,..,_
Legal Description: SE NW S�17 T� 40 N R 6 W_ _
7ownsh�n Bashaw.� ��.,_.,�.q County: . _____.K_�_.� -
Subdivision Name: ____._.� _�._._._.� .___.rt._....__�._.�m..
Lot Number: � 3 �_� 'a ' Block Number: �_ �NA� CSM#: �_.7684�,
Parcel I.D. Number: 5.70122E+23 _...�_,� ..n__..._- _.....-...w._ .._�.��.�..-
Plan Transaction No.:
=7E` a�. < -
Page 1 lndex and title Page 9 Filter specifications
Page 2 Data entry Soil test
Page 3 GeoMat dist. cell drawings&calculations =a�:�'�`4`�:
Page 4 Lateral and cell cross section �����t���
Page 5 Management&contingency
Page 6 Maintenance&specifications
Page 7 Distribution media _H..�---w•�--�----�-- --
Page 8 Plot plan .___R.u�._.�.�_�.._�..�_�__.__ �.__
Dan Burch ;. , License Number: 253808
Date: 10/23/23 � Phone Number: _79W5.416.1642,
Signature: _
Designer Stamp: . ' State of Wisconsin Approval Stamp:
Designed Pursuant to the
GeoMat In Ground Component M ual Ver.June 26,2018 Version
� Page 1 of 10
In Ground and Dosing Distribution Component Design
pe�igr� b°�c;rhsheet
ite Information
R Residential or Commercial Design N ISD Required?
400.00 Estimated Wastewater Flow(gpd)
1.50 Peaking Factor(e.g. 1.5= 150%)
600.00 Design Flow(gpd)
4.00 Site Slope(%)
94.50 Prop. System Elevation (ft}
72.00 Depth to Limiting Factor(in)
1.60 In-situ Soil Application Rate(gpd/ftz)
97.00 Lowest Original Grade Ele. In System Area (ft)
97.50 Highest Original Grade Ele. In System Area(ft)
91.00 Limiting Factor Elevation (ft)
1.50 Depth Below Grade
Distribution Celi Information
3.25 Cell Width (ft) 2 Number of Cells
2.00 Dispersal Cell Design Loading Rate(gpd/ftz)
2 Influent Wastewater Quality(1 or 2)
Distribution information
E Center or End Manifold, Dist. Box or Drop Box
1 Number of Laterals System dosed Y �
4.25 Lateral Spacing (ft) ,
4.59 Forcemain Drainback(gal) ,, Does the forcemain drain back? Y
0.00 Forcemain Filter Loss(ft) �� =DO4� x� ; y��
1.50 Forcemain Diameter(in)
50.00 Forcemain Length (ft)
� 85.00 Inside Pump Tank Elevation(ft)
3.50 System Head(ft)x 1.3
11.60 Vertical Lift(ft)
1.39 Friction Loss(ft)
16.49 Total Dynamic Head (ft) ? Designer must enter friction loss and system demand (gpm)
64.59 Minimum Dose Volume (gal) �w��c
15.00 System Demand(gpm)
Manufacturer information
Treatment Tank Information Effluent Filter Information
1250.00 Septic Tank Capacity(gal) Polylok inc./Zabel Filter Manufacturer
Wieser Concrete Products, Inc. Manufacturer 3014-525-1/16-10,000 GPD Filter Model Number
Dose Tank Information Gallons/inch Calculator(optional)
750.00 Dose Tank Capacity(gal) Total Tank Capacity(gal)
16.12 Dose Tank Volume(gal/in) Total Working Liquid Depth (in)
Wieser Concrete Products, Inc. Manufacturer �� gal/in (enter resuit in cell DoseTankVolume)
Project: Brian W&Erin E Obert Page 2 of 10
In Ground Plan View
2 ceEl�eoR�Sat
:00000000000000000000000000000 �g 000000000:•
•� o°o�o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o o°o°o°o �i�1W'd� o°o o°o°o°o°o°o°o.•
0000000000000000000000000000 00000000
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . .
,�o�oP0000�� � � 00000� � � � 00000� o� � � � � � 000000� � �
°o°o°o°o�o°o o°o°o°o°o°o�a°o°o�o�o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o�o°o°o°o�o°o°o°o°o°o°o°o°o.•
.. o°o°o°°o°o°o°o°o°o°o°o°o°o°o°o o°o°o°o°o°o°o°o°o°o o�o°o°o�o°o°o°o°o°o°o°o°o o°o°o°o°o°o°o°o.•
�oo 00000000a000000000000a000000000000000000000
_— I _
Ca culations
I ft A 325 ft Basal Area Required 375 ft`
K 1 ft B 50 ft Basal Area Pro osed 525 ft2
S 1.00 ft L 52 ft
W 10.50 ft
Basal Area Calculation GeoMat Dis ersal Cell Basal Area Calculation
GPD Loadin Rate GPD Loadin Rate
600 1.6 gal/sq Poday 600 2.00 gausq ruaay
Total 375 ft2 Total 300 ftZ
Proposed 325 ft2
Number of Cells 2 GeoMat Width 325 ft
Cell Length ft Lineal Feet of GeoMat Required 92.3
Min.Cell Len th 46.2 ft Lineal Feet of GeoMat Proposed 100
Cell Spacing 1.00 ft NOTE:Min S dimension=1'
S stem Elevation 94.5 ft
Limitin Factor 91 ft
Separation 3.5 ft z•ntin
Directions
Play with cell length to get desired cell spacing length and width Remember system SHOULD be longer than it is
wide. It must also Satisfy basal loading rate and GeoMat cell loading rate.
Project: Brian W&Erin E Obert Page 3 of 10
End Connection Lateral Layout Diagram �
� �,
:
�
�
Hoie spacing is every 12" , 1l2" hole at 4 & 8 O'ciock, starting 4 O'clock 6"from end and
B O'clock Holes at 12"from end.
Lateral Spacing 4.25 ft Pipe Diameter 4.00 in
Distributfon Cell Cross Section
s?.5 rt � �'�„��n�d���� � �� ��
I `` �' �:� � ,', �� '., • 12",48" ,.H.e►fi9+ ,Y�• L�CiILNd
1.5 ft — S�d Cora teoommeoded . _•
4 in —► pjpej?ia � '(i��, �.. :',, : F�
� . . , � pW� I�.'-.
Top of geomat to be at 1. _ • �' � � GEOMAT
or below original grade � � � � I � � Z.�.M 33 C� I � I , I � I � i Cc¢�eat
-- - � _ . . . - —
Infitnarive S�uf�ce
_ �� _ _ -NATIVE�S(OiG. � _ �� �
_ _ � � � � � .� .�
—' "� � ^ t�F�cror
72 ft ._�
bservation Pipes
���
97.5 f F�"°°°'tl°
a•we w
12" Min.
48" Max. �
�...' s�oe.
Toilct PI� r Rebar
�IlSL � _ �
�1�+5' � twur
�8�[lS� -��: - 6lafv - '
� i i � �ci�i i i � i i � i � i � i � i i� �' i i i i � �i i i i i 1 � � � i�� i i i i�'i t i � i
�1�1�1,1�1�111 1 I 1 1 I�1 I I�i I r � . I I I I I 1 1 1 1 1 I I I I I I�I I I 1 1 I 1 I I 1 1 1 1 1 I 1 1 1
11 Illlllil II 11 I 11111111 / 1
1 1 I 1 I 1 1 � I �I�1�����1�1�1 I�1�1 1 1�1 I 1 I � 1 I�1 1�1 I I 1 1 I 1 I 1
i i i i � i i SETOO i'i i � i i � � i i i � � i i i i i'� ^M1nINaRe i i i i i i i'i i i'� i i i � i
iiiii � � i � i � iiiiiii � ii � ii i � iiiiiiii � iiiii
i�i�i���iii�iiiii�i�i�iii�i�iii i i i�i�i�i�i�i�ii��'i'i���i'i�i�i�i�i�����i�i'i �'i�i'i'i i�i'� i�i�i�i�i�i�i���i�i�����i�i�i�i�i
iiiiiiiiiii � � ii,i'i'i'iiii i � iiiiiiiiiiiiiiiii � � iiiii � � iiiiiiiiiiiiii
Illlllllllllll . li i � II�II � II111111111Illilllll � lll1111111111111111
111111111111111111�1111 � 11 Illlill 111111111111111111111111111111
IIIIIIIIIIIIIIIIIillllll 1 1111111 111111111111 Ililllllllllllll
IIIIIII11111111111111 �u�u�II111111111�1111111111111111
i i i � i i i i i i i � � i i i i i i i iIYAS'IMC-37�dimCQOeom�9 � i i � i i � i � i i i i i � i i i i � i i i � i i i
III111111111111111111 11111111111111111I111111111
III11111 � 111111111111 111111111111111111111111111
11111111111111111111111111111111111111111111111111 � 11111111111111
1111111111111111111111111111111111111111111111111 � 111111111111111
I I�I�1�1�1�1�1�1�1�1�1�1�1 I I�I�I�I�I 1 I I'1�1�1'1�1�1 I 1 I I I 1,1�1�1�1�1'1�1�1�1�1�1�1�1�1�1�1�1�1'I�1�1�1�1 I 1�1�1��,1�1�
94C � I�1 I 1 I � 1 I I I I 1�1�1 1 I I I�I�1�1 11 I I 1 I�I�1�1�1�1�1 I I 1 1 I 1 I 11 I I I I 11 I I I 1 I I I 1�1�1 I I � 11
J
Project: Brian W 8 Erin E Obert Page 4 of 10
Notes/Maintenance Requirements •
MANAGEMENT PLAN �
This private onsite wastewater(POWTS)has been designed,and is to be installed and maintained in accordance with SPS 383,Wis.Admin.
Code,the in-Gmund Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0 SPS-10705-P
(N.Oil01)- GeoMat in ground Component manual Version 1.
1.This POWTS has been desiqned to accommodate a maximum daily flow of s��ons of wastewater per day.The quality of
influent discharge into the POWTS treatment or dispersal wmponent shall be equal to or less than all of the following.
A monthly average of 30 mg/L fats,oil and grease
A monthly average of 220 mglL BODS
A monthly average of 150 mg/L TSS
Wastewater shall not discharqe to the POWTS in quantities or qualities that ezceed these limits or that result in exceeding the enforcement
standards and preventative action limits specified in ch.NR 140Tables i&2 at a point of standards appliwtion,ezcept as provided in DSPS
383.03(4),Wis Admin.Code.
2.The owner of this POWTS is responsible for system operetion and maintenance.
3.Defeds or malfunctions identifed during maintenance described above shall be repaired in conformance with SPS383 Wis.Admin.Code,
and the pertaining county Private Sewage Systems Ordinance.The user s manual,provided to the owner of the POWTS inclutles the names
and talephone numbers of the properly licensed individuals to contact for such repairs.
5.No product for chemical or physical restoration or chemical or physiral procedures for POWTS may be used unless approved by the Depl.
of Commerce in accordance with SPS.384,Wis.Admin.Code.
6.If the POWTS is replaced,or its use discontinued,it shall be abandoned in accordance with SPS 383.33,Wis.Admin.Code.
NOTES
Two Effluent Filters to be installed where possible 1 to be installed in ST,and or 1 in pump tank in
order to insure particle size less than or equal to 1/8". Filters should be cleaned once in spring,and once in fall.Also,strainere in sinks in
ihe building shall be maintaineq so that solids antl fats are minimized to flow into system.
A minimum of 2 observation pipes per cell shall be installed.These pipes shall be located approximately at the end of each cell.
The plumber,or county shall see to it that a copy of these plans including this page,maintenance folder,and maintenance agreement is
given to the homeowner.
This system may contain a dose chamber. If a pump,float,electrical outage causes the dose tank to fll,the homeowner should see to it that
the effluent level in the tank is brought down gradually and nol all dosed to the system at once. One large dose could rause damage.
Contact a pumper or your installer if this problem occurs.
The homeowner is responsible for fortnulating a water conservation plan that will ensure the system is rarely overloaded. I.E.spread laundry
out over time,not 6 loads in 2 hours,while everybody showers,and uses the toilet,ETC.
CONTINGENCY PLAN FOR COMPONENT FAILURE
A.Septic Tank.Any structural failure resulting in cracks or leaks in the tank must be wrrected by replacement of the septic tank component.
Leaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water-
tight.
B.Outlet Filter.The outlet flter shall be replaced or repaired when R is either no longer capable of preventing the discharge of particles larger
than 1/8 inch or when it has become permanently degra0ed by clogging so as to interfere wdh the design flow out of the septic tank.
C.Dosing chamber and pump.The dosing chamber shall be replaced if any strucW ral failure is found.Leaks in joints belween manhole risers
or covers shall be repaired by replacing faulty seals with approved materials to make joints water-tight.The pump and controls shall be
replaced when they are no longer capable of functioning according to the design plan.
D.Pressure Distribution Piping.PaRial clogging of the distribution network may result in unduly long dosing cyGes.The ends of the
distribution laterals may be exposed and the threaded end caps removed.The piping can be disconnected on the outlet end of the pump.
The distribution piping may then be back flushed to cleanse any accumulated matter from the piping.It is rewmmended that the dosing
chamber then be pumped by a licensed plumber.
E.Soil Absorption Cell.The discharge of sewage or wastewater to the 9round surface is strictly prohibitetl due to the human health hazartl
created by lhe effluent All failures created by suAace discharge shall immediately be repoRed to the appropriate county.The pump shall then
be immediately disconnected to prevent further dischar9e to the ground suAace via the soil absorption ceIL The existing septic tank and
dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved.The
replacement shall be initiated only after any necessary plan approvals have been obtained from the
appropriate plan review authority and the required sanitary permit is obtained from the county.
Project: Brian W 8 Erin E Obert Page 5 of 10
In Ground System Maintenance and Operation Specifications ,
Service Provider's Name Dan Burch Phone 715,416.1642
POWTS Re�ulator's Name Sawyer County SPIA - Zoning Administration Phone (715) 634-8288
� Svstem Flow and �oad Parameters
Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow - Average 400 gpd Maximum BOD5 30 mg/L
Septic Tank Capacity 1250 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 162.5 ft2 Maximum FOG 10 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL
Service Frequencv
Septic and Pump Tank Inspect and/or service once eve 3 ears
Effluent Filter Inspect and clean as necessa at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test periodically
Pressure System Laterals should be flushed and pressure tested eve 3 ears
In Ground Inspect for ponding and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1 . Observation pipes are slotted and materiais conform to Table SPS 384.30-1 , have a watertight cap
and are secured in as shown in the GeoMat In Ground Component Manual Ver. March 20, 2017.
2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component
Manual Ver. March 20, 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. Scarification of basal area is accomplished with a rake or other tool.
5. Ail disturbed areas wili be seeded and mulched to prevent soil erosion and help reduce frost penetration.
Lateral Tum-up Detail
6-8" Diameter Finished Threaded Cleanout
Lawn Sprinkler Grade � Plug or Ball Valve
Box
Laterai Ends at Last Orifice Where
Long Sweep 90 or Two
��45 Degree Bends Same
Diameter as Lateral
p � . 'n�� , � _ hI'�`�P`.-'
_ ...t
�---
Distribution Lateral Lateral Cleanout
94.5 Feet
Project: Brian W & Erin E Obert Page 6 of 10
Dose Tank Information
Lorl.int co�cr�cith��;irnin_I;ihcl. ;
� lockirn�dcvi�c and«alcr tight tioai �
a"Vcnlcd Co�•cr �
. ci�������i�. I
as����t.c;oo _ _ I
�„a si�s:�ic>.�s�v,u., �
_. .
,, , � � FinishcdGrade ;J_i _ !:-�- -!�-:�_ :�� �J-�L--a�'1�
:i-. .-. ----_ _ . ' /
i _ DisCotulccl t
-3"Clc:ut oul Pipc � '��i � pptional ball�'al��c
\Vires I�rom F.Icclric tiourcc , �"� i� tocrnnrol s�x¢d of
_ � cilluent bcin�+dosrd
- � �
Optional u�tlet
d"Inlct 1'Sll'iltcr ,
,,.,,��, ' ; ;,� Forcemain diameter
1 Ro.,strp I , � I .,..:�s��,,u3� ��tk�o� 1.5 in.
and��:tter ��---____ ' � in omo I
, . tniesr ti�n�m�
� I �\ .ulid cuun�l
tight g�skct i 1'urnco
i j���Yp n„i�„�:��u ,
��siphnn dc�ice
i�
�I ligh«�atcralann� ��
: 3;
'ump On{�luat �' 1 ,.�i
r� 1 ��
4 Pum Ofi I�luat�i� 1' � Pum off elevation ft
r �!Pump F—� �---- P ( )
� _ : 86.00
isi�k� �
ut =i=_.�.s� :� ���j�ttf Dose tank elevation(ft)
�:l i�t.;, i'} :;..�.,.,Rcddin�undcr tan1�;;I. � ;� i ,,. �#�,,{� �— 85.00
r , .�..,,- .............�.. .,., ,�;,r.;� rt�l{. i;;
Dimension Inches Gallons Wieser Concrete Products, Inc.
A 28.52 459.73 Ca aci 750.00
B 2.00 32.24 Volume 16.12 gal/inch
C 4.01 64.59 �
D 12.00 193.44
Total 46.53 750.00
Filter Manufacturer Sim /Tech Filter -�
Filter Model Number STF 100 1/16
Alarm Manufacturer SJE Rhombus
Alarm Model Number AB
Pump Manufacturer Zoeller Company �
Pump Model Number 152
Pump Must Deliver 15.00 gpm at 16.49 ft TDH
Note: Switches containing mercury may not be used in this system.
Project: Brian W& Erin E Obert Page 7 of 10
GeoMat Distribution Cell Media Layout _
� 3.25 Cell Width(ft) 2.63 Sidewall to Lateral(ft)
Distribution Cell Cross-section Arrangements
Q � _
_- e,_. „��__- S -__�._.�.,-_ �.. ..
ortrpone� egen
O Distribution Pipe
GeoMat is covered with approved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout-Typicai
3.25 Cell Width-A(ft) 50.00 Ceil Length-B(ft)
End Connection Lateral Layout Diagram
� � � � �.... �..�. ..... ..... �. ..... �.. �.. ......��
� � � � � ` � �� � � � � � ��
Typica spersaC e
p:..:�ti...�r..-.n� `�'V'Y �V'�t'`► W V
. _ .� �_. t..: : - -.�.,` :•.� :-. , Qim'�bafion
i��. i2"-as
a;c►r,a Latesll,�vd
p�� ' '�'h T..." • . - ' �.''FmfiIvarive
.. _A v�a �_- - --
';1��� _ _ - . . ,_ ^ � GFAMAT
� � � � � � � 2'ASTM33�3 � i � � l � l � l �
Iafil�tive Svrfsce
� -=-�NATIVE�SOIL== -
_--_- -- - - �����
l�_—���� �.�_. — .irita➢,F�
See details on page 4 for number,size,and spacing of laterals.
Project: Brian W&Erin E Obert Page 8 of 10
, r� �� ����"�,� ��� � ����`� ��� � �
, +y.
� �; p
, �t7��4ci�C4 `n!a AC`.;S3:.h.MPdfffir�Y:r.':, `i��� ������������}���-���°��� ������ _. : f
aSrtGYY$�biR1�0.'�5:�yr,°� ��ii . � : .
. i
"� . . . �'� . . . . . ++-...:..�.�c.ae� .
�.Y.wn+M+.nm,�+,r.m.w.���.+wn.a�»...•Y.- . � .
��������Vi1 {�9dt��V R����� . . . . . .. . . . .. .. . '.... .. ... .. . .
. . . . - ......,.�_.-�- .. ._ .......�
��. . " -��w�....w-h-rw+n ..•.-� f�..«n, . -.��. .._..a � Y 9. . ; . �. . .
; §. } � . , .�"
2
i, y.� �;, .�'' •,i y . k 1 i. ..�H'C.C'.i;1 . .
yat��ib �. � e,Ri'. k _ �� . } -Y:F';. hR'Y'c=} , � .
� E �'�
� � i � ���;�" � } ����
; ;' � _ � �',� ,�' � � � +'
� .":t:� ' r
= 3..'� F- �,s„ ` ,� 2
� i � � � Y �
i �� � '��� � ��� �.
i ����: ; s ; � - $ '
� � ; ,� � " F.4�,�> ;, ,� �
h
k ��� � y �
Z� k �a?"t-_��+.
� =i"}r ��5g#��" . � e`:p',nF-«Fj _ ' 3`�,^���v$�.
»i,�, e'�,te:�'dik,':^ . . �
.�. �#�?�?.�
,r,,���s �#�� . ,r 1,3� .c�r¢;:+.. �3, �"+r
y:1�. ,��,r ?, lr , . .'Y aa'�'!' 4 a+� . > t . .$ �. .
' � ' {-� j .i Y 17��+t i� � ..-�IsT: �.w � t �' .
;� t=:�.rYr �,<: t' t M ��3'?;i�. -- • - '
� � ��r.Ae1k +rrr :e^t e4z.� "e yJ}� a�.� �`�-}Ut f r t�t+�» si.€+t f,+i >s�F� e�S?�it�
��3hu�hc`5+�+ra,q�, _ i r 3 .t `�C r Flid�`tY qj ,�� ''�t �
s�ed tis � d�t . �, - e
� 1t$YlNM#31��l7ss+�R`Q IB < . � . �r r;ri!d :'+t?���rt7 }r� .£i£: i�#
��1,1��:3 ?`4''S A;Yc' ��'a .C3
. v��.._ ex .
�l�Il������'����.��F�������
�.,.,... ..,., _ t,.. .o., ,..-„� ��..-.. �. v-.�
i ..�� � ¢ y � �
� ; � f � � �
�$� � � .3�' � >i a =� h�_-y�a',• i � } � .
�- ', �
��;�`'�`y.`•�;;z�,, �.� ��' . ' ��� . �a•�:��,.•r.-"�,., ' .
_ .._ '�� �'� . , .
,�.
, � .. . 4 � . � �..„.w„v;n;q
. �++:� y �� � { � ;
�'. . �~��rX � , �� F . _
f
4 f ..r���� � � . F I^`wri'�.� Ys .. ; � :.�% ..�t�
� r
��. � i -�� r" ; c�� � . ' } �er,
o { � �`
[ . 1 a _ ' - � �. # �{ n°`�i
� � � �?� j � � �. k .� .
� �' ' ' }
g F ��� �:
��. � ��Ar.�_ q. . k � %`� . i . ;.
4-0....:.. � .� ":"._'a"F 3a . . � +�.`„p <
t S f
. f
3� _� .. - �� i��e 4 � �.ao3
� �: �' �,� �sr �
`'r�� .;�" - .. . . . .. . . . .
�t�. � " � �����"
� � +A �.-. afr,r �i,-���t� „r�.v.;' �"r.:s�:rrre,�; '�'i x t .->r+��,hs �r�f:?r._r x'�rxi�.�t )r r .
- j '_ . . .F.�', t�r� f ;.�`�'S30.t44 t�� 11..'�"Y�l.j :S'iFf�.
. t d.�:.` �'t t . � 1.+`
- 1 jA�?-� tC y d'ei F � .�yY�'1•,�i .
4�@b �A� `mi, §#� ,1 }lw i.4. ! l���xs i �",�;.._.a"� � .
, �, . � �..i«'�s# � : t "Y 1 .-_ "7 � �,fj "'_tfi3
:�;Z}�Ftc,t��,rY�":•.,'r`4i t.t ./�r c1r -i.«t:s t"i`iif, �r � � .
� t t-� �;_� ,i "r,: :�t�_�a.�°f`.�?��r�t€, . r'€��rtt:.'.
,_ _. ,
. .iS. .�,_Y�J„�c� _ .. v � �
.,Lo� . _Z..�i�'."z`� . ��r rE�.'��'3 f!�` . . . � . .
.,.. . ..., , ._-. , l ���t; mat i a��-�.4 ���c. �f' t+s,z,+ ,e „"i{. .,t�rF;r.�?� .
- . , .4.6t'3 '^ra3j. _.. . . . . � �- . _ _ .
��� �� #�'!�
W1250/750—MR
TANK SPECIFICATIONS �
� �
� a
a a
i �
12'-��" DIMENSIONS: a a
WALL: 2 1/2" �
4" CAST-A-SEAL 4" CAST-A-SEAL BOTTOM: 3"
COVER: 6" F
,__________��___—_`\\ MANHOLE: 24" I.D. PRECAST CONCRETE RISER ' o
,�%- i�i� � ��\\ HEIGHT: 66"
"�� !n i � ��. LENGT}i: 12'-11" >
„' i��� n- �� �
I ii -` /- iiii �' �� WIDTH: 7'-2"
�� , �c� i��i� � � ��� BELOW INLET: 53° o
� � �.��lQ �� ` I�i� , `� LIQUID LEVEL: 48" i �
i WEIGHT: BOTTOM 8,740 LBS. � d o 0
� i �� y �T �� � COVER 6,120 LBS. ° � o �
� � ,� � ,� I I I ��-��7/ \ > � o�
�� - i E i i ii INLET AND OUTLEL• -- m o N
\>� FILTER OR i i i i �i� 4" CAST-A-SEAL BOOT OR EQUAL GASKET J 3 w 3
��� BAFFLE I n I i�� ca, � a �
���� ���� �'' �NLET AND OUTLET BAFFLE AND FlLTER: N � � �
�_—_---_____��____���/ WISCONSIN, SEE DETAIL #10 W �
(OTHER STATES SEE CHART) � N
TOP VIEW LIQUID CAPACITY: 27.66 GAL/IN (SEPTIC) � �
16.12 GAL/IN (PUMP) V � �
� o �
�
LOADING DESIGN: 8'-0" UNSATURATED SOIL O Z �
� w I
� TANK CAN BE USED AS: a �
W � � N
� SEPTIC/SEPTIC, SEPTiC/SIPHON, ''�
Q� 4" VENT OR SEPTIC/SIPHON W � o
w
�
� � COVER: MIX DESIGN #8 (NO FlBER) _ °�
W �
____ TANK: MIX DESIGN #10 (STRUCTURAL FIBER) �
— ---- ---- � � �o
--- ---- CUSTOMIZED TANKS: � 3
INLET - - OUTLET FOR CUSTOM TANKS CONTACT WIESER CONCRETE
- cn � - - - - L_J'.� � - - � cn
:�Q 1 � � � ��
`n C� � I . I I - �
� �, � - r I I � d � 2; � J
� ;,� � a i � �n �„ � U � � �r � � Q
�n � � � i �� I I Z
� i o
2�„ � i'�i� � � �
� -----J ---�=^=J REVIEWED BY o
---- - -- (�
� F
;.,, PUMP PAD REVIEW DATE N a
3 cwi�
DRAWINGS SUBMITTED
SIDE VIEW FOR APPROVAL
APPROVED BY: SHEET N0.
?,FPROVAL DATE: � /
OF
PRODUCTS NEEDED BY: / �
TANKS ARE MANUFACTURED TO MEE7 OR EXCEED ASTM C-1227 REQUIREMENTS
�
�
. � w PUMP PERFORMANCE CURVE
MODEL 151/152/153
50
14 45 153
12 40
Q 35
_ �� 152
� 30
�
a
0 8 25 151
J
H
� g 20
15
4
10
2
5
0
10 20 30 40 50 60 70 80 90 100
GALLONS
LITERS 0 40 80 120 160 200 240 280 320 360
FLOW PER MINUTE oiasoa
_ ' ��".
�;�°�,°"r'� iNiacoaaN��d�e�i�[Y�t�feaio�t�
�,�' ��t :Diyii�dM�►�rMl�
,s:��# �> �iL�fAL€)A'T#�?N REP`QRT
���4� ��: �.
�•z�� ._.. �ec�ar�a yr�rtBPs�s,.1rV�.L�c�o�s S�yVYFR
���
Ifll��ampta�+�D4�►°�'S��ot ie�s Mnn 8 tt�x sf.hri�+ae�+sus.PMrs m+�st l�da. py�ce�l:p.; . . .
batno[�WvreL'�ata�dtw�eect�eln�rn►+oe�dtt�.��d�*#�o�'• �7-012-2-+�0-06-1?��Q��'��
se:eb�x db�in�+e�:ii�►a�rnaw,a�ic�ea�ion anet�s���- t�te
plr�rr�pr�ai��tona+Mta�. ��
�� D�y�e i�e wsd toc
tavr,.a j ' #, ) �
;
�Y�. P�Y�
BRWN W �'i F.�t1I�t�:C�Ft�' t#dw,i� S�► 1►�Vif'dt 8 1T �' +4Ei N R 08 �W.
�� � . �
MOIHVT��E BtVQ �,�i.�T 3,t�A#768+E,'V3'f;�3
�� �, �,� �gT,�, ��
�' �' �lUt�#"ER Rt�JR��.
�`f.PA�,.td�+t 551lS6
�jt�+i,;� t�e:k�it�t�iva+bardA.e�oc�k.�..a�:_,.,..� �lo.a�n�#�r�Aowr� ''� i
#��t C1�a�c,�rao�rr�+..oee��w;
Fiood i�n.elerrbtldn lt�,.,�..�,..,_�-
�� ���r _
�..coFnmenes ar�d��� t�41MAT!N-�t7i.1��-4 g.1:t�AC�tN�!�►1'�
.�....,� .,��� ,.�. �- - ..._._�..�.,_.... -..�..._.._....��..•...�._...�.�.--.�.._.._..�....._.�._..�--� .��..�.. _
( �t t 1�aqe�g� � �� �sc,r�av,.ateFi:.$7.#1R. �►m��e"�°�F��.i+ie+e-$"�0�,
#.,�.:�1 �f,fl��t:
� �
' Trbc�oe � C� �o�r+d�► Rna�s �
Ha�,E, c�erpf� oo�nt c��+lor i�o�C� Gr.�S.8h. '�k't `E�2.
�; � ti�.A�:.�ae�:Cdac
...
, 4
2 18.50 7.5YR+�+t 1s tU cs '��# '�#.�' 1.�
7 � � #
9orlie
� �� � Gkaiund lwrriloe e�er�"��C. ��'+� � iR I �1.$
���
Sr� ` �
Tex�► 5�uc�x+t � 8�t �ta ��
}taita;n E� Da►�rurd�oior Re��, �+r.b�.SA. �!t►t1 '�t:
M:: lrttt�N tiu:�Coed:t�lor
� {1$ 7:5YR9J2 { _ fi�bk d� t� . 3vf-rA t�.�3 . Q.S
� d► cs 4v#� tI,7 1�
2 8� 7,SYft�#t4 � � �_
� 3� T.SltR�6
� � - #i:7' 1;6
sar+e .
t�r t�r.tt�..e�+.�'^s�I .
� �
MA►R'�,1�7 Ml�1PP�` k�s 9c�t�" ' 8, _
r ,�� 7'"!5
�;��it�r�,�lV�,w� _ . r'°"'� - .
•�Mfentl�l=i�?>9i1S��ap�.���'3i0S18Dri�[. "L�M1e�tM.�5tm�*s3Dtppi!'srdt'�9�801n�.���;
, ' 8R#�t iN.+�E#�i�.t�3ERT �" � °� �=.
� �� GiarNi�a�s.� �b�AgYamr ����i►.�,:�.
L.:r.3. �'�� E�.`1'f'�T.
� �..
� � �n�n�t_Cobc I�it�p�ec�tfon �eamuao � �. � � �
�, I�p�1 t1a.A�:cont.GolaF Gt�.s�.45+�. '@tl�t '�
i 1J-7 T:�1rR3l2 — st Ztsbfc , t� , +c�s 3vfi�dD 0.6 �.0
2 7� T,S�IR�{f4 � � cs 4 , 0.7� 1.8
� 32-'�d. 9.� � � � p,� 't.8
� Bbd�Q� �� 6,auM,��,Mw, tE: AePtl��olM�dtlp9i�or....,_...�iaMav:_��
��_,r..�
So�. �
�,� . � �. �e �Od1� �
� �4 . (�pp�'Itt'.OIOf R�l�OAtQ�iC�� (�$2..�1. . '� "�
b1. �i4�l�i Q1t.!�:�L`rOlol'
� .�.* �j� t�rau�►d�rlro�tiarr:_.� �ep�►�+��'�----1Ri;�r. 1t,
��.�._�
So�Y Appir.p�at�e
_ itoois. �
` ��i q�Plt► tlot�ks�Ct�ota� i�t��► 7e�lrr+r � �'
�
�. �,�f Qu./�.Co�t.C�olor 6r:&t.8tt '�ft '�tl�t_
•�et�,•8�7p>3�s��+�adTS3�8d#f60m�A- `ElM�+�i2s80b:a�Qa�pA.andT�s�t1m�1-
�f:r'�Y1l�wn�e+.��.w`ww.�w.�wc....�t�4!';;i'r.'�':ti.•,. -.;:-..-
O XX 1 oc 2 Psmiiy C7+velih�—Atamb�M[�edrq�, ` �'' �—� $�11
Q t`«Mk�'Cc.mn►et�ei�1•-[le�c,tilxs ---^
____.._.__ _ .. .._....._...------"'
Uwe �,SM�
._._---~'
� ���� -nl•�+�i,«►..�_ _-�.�..��..�____.� V 3
c
�"�d �� � � :"'�t+�+'''°"�` .1.:=::�:
_ t. , � , , . ,_ __��-y
., ..
� "�.e.�,c�.1�,�;�,� z:�.r.,..i�..� .�, : . • . f��tnd�fi�.�dtYc�
�
_ :� v�'' � �
... �� ��
> � R �
_ _ .
.n Q .
Y�� #� Nr4' . W'f"�'" _,.�----
n
�, a.._ .��� � - . ,,�,.r,r�M
- -`.,� �:. , �
�,.: . ,_-_.... w... ,.,._ r,�p���- _s
`
� _.,w.--- ��t�t � � _----"
F � ���T� � 1c.,.w**'t•"�+*.._..___.�---�""...�,y.�,x,,W��,t'�
�„__. _ .
�+'e � ��n��" o,,,,�„�*!��'
(� �e �r i �r ._,
�.. l..J �� ' �y��,r+�'w"��
aa..rfi'�On � �L�
' � ' f n ��
��t� ��\ic�tiA
~� ��� � r h�
� ��
��'��
'T�aiC Znlrot��nst�on �r Tada
� s�a�TNok f� �
� .'xi+ ^.Z..� �r Y.
��
�� .� ,�-� :� _ ���s3
` r
e N���
. � �$�C� � �
•�pbdc�s t .�,Y 1
13S9Z1 C.T���•s z �
� • �
.
❑ Ap�'m'°d Q �uo��c'
a o� �v�s�"�'°""t
• Coo,�iti,o,�s o�App�"s1JR�°�
` �, ��
V ��;_-���� �'>1�:'�� D
�i��� �E� 0 6 2024
I ���t��,��cov�T�
�'`'�� �N�STRATION �r
�t����,t�M� �*r�.a
�w�,i��MMMt�M�
a'
�.
"t""'`"`�:;,, PRIVATE ONSITE WASTE TREATMENT county
� ,�'� � ��,
'-�, �S�p ,�j SYSTEMS SaWyer
-�, , s _ ( POWTS)
`�''��',�\y INSPECTION REPORT Sanitary Permit No:
Safety and Buildings Division (ATTACH TO PERMIT)
GENERAL INFORMATION � y— G3g
Personal information you provide may be used for secondary putposes [ Privacy Law, s. 15.04 (1)(m) ]
Permit Holder's Name: ❑ City ❑ Village Town of: State Plan Transaction ID#:
�a� �- ���, O�� �,,� —
Insp BM Elev: BM Description: Parcel Tax No:
��U� � ��a - 6Yo — c� -�Y(,�
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV
Septic �e��- ^ ��SD Benchmark �oo,p�
Dosing r.. c,o.,..�� 7 S� (3M �
Aeration Bldg. Sewer `�`(. (
Holtling St / Ht Inlet 43.CLS" �
TANK SETBACK INFORMATION St / Ht Outlet R 3•�S �
TANK TO P/L WELL BLDG vENrro ROAD Dt Inlet
AIRINTAKE
Septic �.5� t � �.S` �a.S NA Dt Bottom � , YS �
Dosing ,. ,� �, � NA Installation
Contour
Aeration NA Header / Man:
Holding Dist. Pipe t�� S �
PUMP 1 SIPHON INFORMATION �nfi�trative r
Surface q��a
Manufacturer �f-- Demand Final Grade
Model Number �
� � a GPM � C-33 �$.n
TDH 1 Lift Friction Loss Sys Head TDH Ft �� �q v'
� . ,
Forcemain L �rj � Dia r Dist. To Well
DISPERSAL CELL INFORMATION ,
DIMENSIONS W � L 36 # of Cells 3 Type of System Distribution Media Manufacturer:
SETBACK OHWM of Nav � Conv ❑ Aggregate ��o(�j9�--
INFORMATION P / L Bldg Well Waters o GP ❑ Chamber Model Number (
❑ EZFIow
CELL TO �to .� ' ��� � ❑ Mound FL Other
-- -- ---�-- --------- - - - __
--- -- --- --- -- - - ---
DISTRIBUTION SYSTEM X Pressure Systems Oniy
Header / Manifold Distribution Pi e s — - X Hole Size X Hole Observation PiFes
r Spacing ❑ Yes ❑ No
Len th Dia Len th Dia S ac I,
P � )
9 J_. 9 P
SOIL COVER
- - -- ---
Depth Over Depth Over ', Depth of Seeded / Sodded Mulched
Ceil Center Cell Edges !, Topsoil _ ❑ Yes ❑ No �� Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)
��,��� 1� ( �� l � 3
� ►+�•,` �����e.�:s�`��s .. . ���9/�3-��?� /2y _ a3g
� , � 1
(
Plan revision required?� Yes � No �j � 5-- � II � --j �c� �-j
l� � � 6
Use other side for additional information Date POWTS Inspector's Signature Certification Number
SBD-6710 (R.3/01)
AOOITIONAL COMMENTS AN� SKETCH
SANITARY PERMIT NUMBER:__.��--- D.3S____
''C..VIi�. � `o-'� '
�B°��
Q �.� -
�
;
I ��r,'---��
�
o G�O
�f �°` ''
� -� _ x� ���< <
� , ,�o
� I , �
1 � b'�
,�S
�
��'�`,� �i�
t� �, b�6� �
�.., ,1`, �� t"
� I w
� �t �
�
,
J
� p,,��
��u C
�� t�
��$ N
-�
� �'� ��'���
S�_