HomeMy WebLinkAbout012-640-17-2416-SAN-2023-281 �-�R��� Department of Safety �°`��' SAWYER �
x�, E `i� �
� & Professional Services,
�! ' +� Sanitary Permit Number(to be filled in by c �
`t�`°� f�`� Industry Services Division /
�7'�,�,�` b��� �o�� 9J
W
Sanitary Permit Application state Ttansaction Number ;
In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this fo►m to the appropriate govemmentai unit NA Q)
is required prior to obtaining a sanitary permit.Note:Application forms for state-owned POWTS are submitted to Project Address(if diffcrent than mailing ad ��
the Department of Safety and Professiona(Serviccs.Personel infotmation you provide may be used for secondary
purposes in accordance with the Privacy Law,s.15.04(1)(m),s��. 798N RIVER ROAD
•.A p�icafiun�ufgria�lG-�. �3�it!�i l�fo1'�a�te�t
Property Owner's Name Parcel#
BRI & ERIN OBERT oi�-�Ya- I'7 �- �Y��
Property Owner's Mailing Addre Prope�ty Loc�ati�_
23S MOUNT CURVE BLVD r�/`� �
City,Smte Zip Code Phone Number
ST. PAUL, MN ssios SE N�' �i,, s�n�, 17
I�G:'�!e ef littitd�ng{e!►�rk a��E a�lY) ' Lot# � � T 4� N IN6 W
O XX 1 or 2 Family Dwelling—Number ofBedrooms ____ Subdivision Name
Blo�k# NA
❑PublicJCommercial—Describe NA
Use ❑Cityof
CSM Number#7684 ❑Village of _
❑State Owned—Describe Use ❑Town of HUNTER
V31, P83 —
Q��'y�e�t`�W`£��'�rm#t�(Gbeek either"1�1ew"or"Replaeement"and sther appLicoble un W�e Ar Check one bax on tine B.Com�tete li ae�i
.: � . .
� . .
`�' New System �Replacement System ❑Odier Modification to Existing System(explain) ❑ Addirional Pretreatment Unit(explaia)
B' ❑Holding Tank X 1n-Ground GEOMAT ❑ At-Grade ❑Mound ❑ Individual Site Design ❑Other Type(explain)
ist Previous Permit Nu ber and Datt lssued
C. ❑Renewal Befoee Revision -�,,, c��,s ❑ Change of Plumber ❑Transfer to New Owner �,3_�q
Expiration � 93-2� 199 �
IV.DtapersaU't'rentmentt Ar�aad Ts�k Ynfurmati+n�a:: _ - . � � -
Design Flow(gpd) Design Soil A nlicat+on Rate(gpd/s� Dispersal Area Required(s� Dispeisal Area Proposed(s� System Elevation
��o �, � �� .� y �3 � 94.50 FT.
Capacity in Total #of Manufacturer � �
Tank lnforrnation G81�ons Gallons Units p � o � "
New Tanks Existing Tanks "� � ,� � �i �� �
� U v� 'n cn k. C7 A.
Septic or Holdiag Tenlc �d�S-� ia� i WIESER �- - X
Dosiag Chamber
'V.ResQonsibiliiy�tatetnept-i,the undersiigeed,�snme i i" t�uf�Y4W'1'S sMow�en the�►ttached ptan�. ,
Ptumber's Name(,Print) Plumber's Si re MP/MPRS Number Business Phone Number
�;� _S`� �,lS ?15-416-1642
DAN BURCH
Plumber's Address(Street,City.State,Zip Code)
N5921 C.T.N.K,SPOONER,WI 54801
YI. ' `t�e1��3�. - _' : ,,'.
�p ❑Disapproved P�it Fee Date Issued Issuing Agent Signature _
�,,,, a so � ��=� :�y ��.� 1�j�.�.���4�.-
p Owner Given Reason for D e ni a l �
Conditions of ApprovaUReasons for Disapproval D � � }��?]�l��
A � I 0�3-�1 a-3_ '� �l D
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�� � ��+� �hk# n i_�--------�°�--� OCT 2 3 2023
C��-J"` I� ` S � �� SA�"JYER COUNTY
ZON�NG ADMINIS7RATIQN
Attach to complete plans for the eyctem and subm3t to the Coanty ooly on paper aot tess thao 8 tn x 11 inches in stzc L, �. _
�l' � _�
SBD-6398(R.03/22) RC R:FJlvD�AFTER
I�SUE QF F'�Ri1�lT
GeoMat IN GROUND AND DOSING OISTRIBUTION C MP NENT D SIGN
Res�de��
INDEX AND TITLE PAGE
nerinfo
Project Name Brian W&Erin E Ohert
Owner's Name: (Same)
Owner's Address: 235 Mount Curve Blvd St Paul MN 55105
Property Info
Property Address: 8798N River Rd
Legal Description: SE NW S 17 T 40 N R 6 W
Township Bashaw County:
Subdivision Name:
Lot Number: 3 Block Number: NA CSM#: 7684
Parcel I.D.Number: 5.70122E+23
Plan Transaction No.:
Index ages
Page 1 Index and title Page 9 Filter specifications
Page 2 Data entry Soil test
Page 3 GeoMat dist.cell drawings&calculations
Page 4 Lateral and cell cross section
Page 5 Management&contingency _
Page 6 Maintenance 8 specifications
Page 7 Distribution media
— _ _-- _--
Page 8 Plot plan
Dan Burch License Number: 253808
Date: 10/23/23 Phone Number: 715.416.1642
Signature:
Designer Stamp: State of Wisconsin Approval Stamp:
Designed Pursuant to the
GeoMaf In Ground Component Manual Ver.June 26,2018 Version
Page 1 of 10
In Ground and Dosing Distribution Component Design
tJesir�n Warksheet
Site 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 Fiow (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/ft2)
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 Cell information
3.25 Cell Width (ft) 2 Number of Celis
2.00 Dispersal Cell Design Loading Rate (gpd/ft2)
2 Influent Wastewater Quality (1 or 2)
istribution Information
E Center or End Manifold, Dist. Box or Drop Box
1 Number of Laterals System dosed N
425 Lateral Spacing (ft)
System not dosed
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
Project: Brian W & Erin E Obert Page 2 of 10
In Ground Plan View
2 e�fll S'reoPvYat
R
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .
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Ca cu ations
I ft A 325 ft Basal Area Required 375 ft`
K 1 ft B 46.2 ft Basal Area Pro osed 438.9 ft
S 1.00 ft L 482 ft
W 9.50 ft
Basal Area Calculation GeoMat Dispersal Cell Basal Area Calculation
GPD Loadin Rate GPD Loadin Rate
600 1.6 gausq tuday 600 2.00 gausq ivday
Total 375 ft Total 300 ftZ
Pro osed 300.3 ft2
Number of Cells 2 GeoMat Width 3.25 ft
Cell Length ft Lineal Feet of GeoMat Required 92.3
Min.Cell Len th 46.2 ft Lineal Feet of GeoMat Pro osed 92.4
Cell SpaCing 1.00 ft NOTE:Min S dimension=1'
S stem Elevalion 94.5 ft
Limitin Factor 91 ft
Separation 3.5 ft 2'Min
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 rafe.
Project: Brian W&Erin E ObeR Page 3 of 10
End Connection Lateral Layout Diagram
�
�
Hole spacing is every 12" , 1/2" hole at 4 &8 O'Gock, starting 4 O'clock 6"from end and
8 O'Gock Holes at 12"from end.
Lateral Spacing 4.25 ft Pipe Diameter 4.00 in
Distribution Ce I Cross Sectton
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�+ P�pe �-�� .
Top of geomat to be at 1.. _ - ^� � GFA1�(AT
or betow original grade I � � � � � � 2•�.M 33 �x� I � I , I � I � I �
Infiltative Surfia
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� -NATtVE.SOIL- =
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72 ft y —�--
bservation Pipes
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97.5 f Pm1i6eQOide
P 7BC Dia
12" Min.
48" Max.
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Project: Brian W 8 Erin E Obert Page 4 of 10
Notes/Maintenance Repuirements
MANAGEMENT PLAN
This private onsite wastewater(POWTS)has been designed,and is to be instailed and maintained in accordance with SPS 383,Wis.Admin.
Code,the in-Ground Soil Absorption Component Manual for Private Onsite WastewaterTreatment Systems Version 2.0 SPS-10705-P
(N.01/Oi). GeoMat in ground Component manual Version t.
1.This POWTS has been designed to accommodate a maximum daily flow of 60Qf�1 ons of wastewater per day. The qualiry of
influent discharge into the POW75 treatment or dispersal component shall be equal to or less than ail of the following.
A monthly average of 30 mglL fats,oil and grease
A monthly average of 220 mg/L BOD5
A monthly average of 150 mg/L TSS
Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that resWt in ezceeding the enforcement
standards and preventative action limits specified in ch.NR 140Tables 1&2 at a point of standards application,except as provided in DSPS
383.03(4),WisAdmin.Code.
2.The owner of this POWTS is responsible for system operation and maintenance.
3.Defects or malfunctions identifed durinq 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 includes the names
and telephone numbers of the propedy licensed individuals to contact for such repairs.
5.No pmduct for chemical or physical restoration or chemical or physical procedures for POWiS may be used unless approved by the Dept.
of Commerce in accordance with SPS.384,Wis.Admin.Code.
6.If the POWiS is replaced,or its use discontinued,it shail 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 equai to 1/8". Filters should be cleaned once in spring,and once in fall.Also,strainers in sinks in
the building shal�be maintained,so that solids and fats are minimized to Flow into system.
A minimum of 2 observation pipes per ceil shall be installed.These pipes shall be located approximately at the entl of each cell.
The plumber,or county shali see to it that a copy o(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 fill,the homeowner should see to it that
the effluent level in the tank is brought down gradually and not all dosed to the system at once. One large dose could cause damage.
Contact a pumper or your installer if this problem occurs.
The homeowner is responsible for formulating a water conservation plan that will ensure the system is rareiy overloaded. LE.spread laundry
oul 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 corrected by replacement of the septic tank component.
Leaks in the joints beN✓een manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water-
tight.
B.Outiet Filtec The outlet flter shall be replaced or repaired when it is either no longer capable of preventing the discharge of particles larger
than 1l8 inch or when it has become permanently degraded by clogging so as to interfere with the design flow out of the septic tank.
Q Dosing chamber and pump.The dosing chamber shali be replaced if any structural tailure is found.Leaks in joints beRveen manhole risers
or covers shall be repaired by replacing tauiry seals with approved materials to make joints water-tiqht The pump and controls shall be
replaced when they are no longer capable of functioning according to the design plan.
D.Pressure Distribution Piping.Partial clogging of the distribution nehvork may result in unduly long dosing cycles.The ends of the
distribution laterais may be exposed and the threaded end caps removed.The piping can be disconneded 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 recommended that the dosing
chamberthen be pumped by a Iicensed plumber.
E.Soil Absorption CeIL The discharge of sewage or wastewater to the grountl surface is strictly prohibited due to the human health hazartl
created by the effiuent All failures created by surface discharge shall immediatery be reported to the appropriate county.The pump shall then
be immediately disconnected to prevent further discharge to the ground surface 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 soi�absorption cell can be achieved.The
replacement shall be Initiated only aRer any necessary plan approvals have been obtained from the
appropnate plan review authority antl the required sanitary permit is obtained from ihe county.
Project: Brian W&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 Regulators Name Sawyer County SPIA-Zoning Administra[ion Phone p15)634-8288
Svstem Flow and Load Paremeters
Design Flow-Peak 600 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow-Average 400 gpd Maximum BODS 30 mglL
Septic Tank Capacity 1250 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 750.15 flz Maximum FOG 10 mg/L
Type of Waslewater pomestic Maximum Fecal Coliform t0E4 cfu/100 mL
Service Freauencv
Septic and Pump Tank Ins ect 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 periodicall
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
7. Observation pipes are slotted and materials conform to Table SPS 384.30-t, have a watertight cap
and are secured in as shown in the GeoMat In Ground Component Manual Ver. March 20,2017.
2. Dispersal cell media conforms lo GeoMat products approved for use with the GeoMal In Ground Component
Manual Ver. March 20, 2017. Media is covered with an approved geoteMile 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. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration.
Lateral Tum-up Detail
6-8"�iameter Finished Threaded Cleanout
Lawn Sprinkler Grade \ Plug or Ball Valve
8oa \
L
Lateral Ends at Last Orifice Where
Long Sweep 90 or Two
��45 Degree Bends Same
Diameter as Lateral
Distribution Laterel Lateral Cleanout
94.5 Feet
Projecl: Brian W 8 Erin E Obert Page 6 of 10
GeoMat Distribu6on Ceil Media Layout
325 Cell Width (ft) 2.63 Sidewail to Lateral (ft)
Distribution Cell Cross-section Arrangements
_ _ � _ S Q _
o ponen eget� .__
O Distribution Pipe
GeoMat is covered with approved geotextile fabric as per the their product approvai.
Distribution Cell Plan View Layout - Typical
3.25 Cell Width -A(ft) 48.20 Cell Length - B (ft)
End Connection Lateral Layout D�agram
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( ' • . , : .. . - ' e:�►ra . Latatl Lerd
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_ I _ _ _ _ _NAT[VE.SOIL. - _ - - J �
f = - - � � � � � � � � � _" ,r+�RFKtor
L.
See details on page 4 for number, size, and spacing of laterals.
Project: Brian W& Erin E Obert Page 7 of 10
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W1250—MR
TANK SPECIFICATIONS � a
o a
8'-8" a �
DIMENStONS: � o
WALL: 2 7/16" a a
4" CAST-A-SEAL 4" CAST-A-SEAL BOTTOM: 3"
COVER: 5"
w
MANHOLE: 24" I.D. PRECAST CONCRETE RISER Q
��%�________��� HEIGHT: 64 1/2` �
ri' ��� LENGTH: 8'-8"
ii� ��� WIDTH: 7�-2" �
���_ �y� �� BELOW INLET: 53"
r � �� ���Q� ��r�`� � LIQUID LEVEL: 47" o
N � � � WEIGHT: 7,220 LBS. .- o
� � ( u � \ `E
r �`\ � _�� �� ����� INLET AND OUTLET: - 3 0 �
�� � /� 4" CAST-A-SEAL BOOT OR EQUAI GASKET � m o �
�� FILTER OR ii �
��� BAFFLE ��� � � w 3
INLET AND OUTLET BAFFLE AND FILTER: Q Q � w
�`:�� ���'( WISCONSIN, SEE DETAIL #10 v"i o o �
��' -----� (OTHER STATES SEE CHART) W o
�
n
LIQUID CAPACITY: 26.81 GAL/IN W n
TOP VIEW � �
HOLDING TANK:
OUTLET HOLE PLUGGED � � �
ACTUAL CAPACITY: 1,340 GALLONS � � �
� o I
o LOADING DESIGN: 8'-0" UNSAIURATED SOIL Q N
�
Q� TANK CAN BE USED AS: � o ri
� SEPTIC / HOLDING / PUMP OR SIPHON W 3 0�
� _ �
-- "' COVER: MIX DESIGN #8 (NO FIBER) W �
____ � TANK: MIX DESIGN #10 (STRUCTURAL FIBER) � �
---- ._ . --- �
INLET - OUTLET CUSTOMIZED TANKS: 3
N - - � FOR CUSTOM TANKS CONTACT WIESER CONCRETE
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TANKS ARE MANUFACTURED TO MEE7 OR EXCEED ASTM C-1227 REQUIREMENTS
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