HomeMy WebLinkAbout010-176-07-0500-SAN-2023-230 ,`rs:,�;,•xtv��;-;,\ Department of Safety C,ounry �
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.§; y�� �� � �i��'O�CS�07lA�`S�1'VlCQ� Sanitary Permit Niunber(to be filled in by C �
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Sanitary Permit Application State Transaction Number �
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lu aawMetx:e ayth SPS 383.21(2},V4'is.Adm.Cod�,gubmisaion of this fo,ti�to th�ap�iropiyat�governniental tu�it �
is n�uired prior eo obtaining u sanitary pertnit Note:Applicudai form.4 for sCtto-owned POVI''I'S are submittcd to Proja;t Addn.�ss(if difTcrent than meiling a� (�
thc l�.�patmicnt oCSalery and Prafessio�ml Servic�s.Personal infomiation you provide mny be used for secondary
Putpoa�es in accordance with the Privacy Law,s.I S.U4(1 y(m),Stats. I r��
I,A lkation IHformxtieu— k.�e Pr[nt Ali Informatlon �Q d lJ IZ,oG.srt oc-K u
Propeccy Owcier's Namc Parccl#
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Propert�•Ow�rter's Mailing Addre�s Property Locatioa
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CSt�•,State "Lip Code Phone Number
y��v,��� wf T b l � l ��� �i.\Section ��
I!.Type o�8u�1WMg(CheCk a8 fbs.t appty) � Lot# T `�I� N R E or
I or 2 h`amity�welling—Number ofl3edra�ms
Subdivision Narm
8�.�# s�}�„��w S�.
❑PubiicJCommcn;ial—D�ribe Usc "^)
( ❑City of
O Slatc t)wnal—Describe Usc CSNt Number ❑Viltagc of
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ill.Type ef PdWTS Aermi�(G'�ec1�ei�ter"New»er"Replacewent"and atl�er npplfcable on line A. Cheek one ba:an Bae B.Complete line C if
a cabte.
'�' �ea-S stem ❑Re laceaxot S stom
y p y ❑Other Mu�iification to�zisting System(explain) ❑Aiklitional Pn�treatment Uuit(c�cplain)
B' ❑Holding'fenk �In-Gruund ❑At-C»�ade ❑Mound ❑individual Site Design `�Other Type(explein)
c�Y��;onen o N� r
❑Transfer to l�ew Owner �g�p��ous Pertnit Number and Date I.csued
C• ❑Renewe!Befon �Rawision ❑C'hang�of Plumb�r a3
Exeiration �� O u� 2"
-1 J
iV.D Vt'rc,�t�nent Area and Tan In�Rlion.
Design r'low(gpci) Design Sc�il Application Rate(gpd/s� Disp�aaal a Reqwred(sn Dispersal At�ca Froppsed(s� System Elevation
OV ,� � ?� �� .,� q o, it�{ — ,1/
Capacity in Tota1 #of Manufacturcr
Tenk InE'otmxtion Gallons GalWns linits � '� q 'g �
New'1'snlcs �+�cisNng"Canks �f.�° � y � v � � �
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a�. U° in H v� i�. :J a
Septic or Ilolding Tank � / �
Ikuoing Cfiambcr
V.Respo0sfb8lty StRtement—4 the tmderai�teQ,assame i�ty i ef t4e PQW'1'8 en the attad�ed phna.
P! ber's�iame rmt) Plumbar's S; �m PRS idumber Busirn�ss Phonc Tnmber
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Plumber's Address(StrrEt,Ciry,SiaYe,7.ip C )
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E3 Owner G)ven Reasoa for Denial S >v•°O �� ' I�1 I �3 .GG[.t.�x-�-��
Condidons '� ra Reason�for Disapproval
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�A�yYER COUN �
Athc6 to canplete phos for the sy aad submit to thr Coaaty enly on peper not ku than 8 tR x l l iaei�es ip size
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GeoMat IN GROUND AND DOSING DISTRIBUTION COMPONENT DESIGN
INDEX AND TITLE PAGE
Owner Info
Project Name Hill Construction LLC
Ownefs Name: Hill ConsVuction LLC
Owner's Address: 15988 US Hwy 63 Hayward WI 54843
Property Info
Property Address. 16572 W Ridgerock Rd
Legal Description: S 29 T 41 N R 9 W
Township Hayward County: Sawyer
Subdivision Name: Stonewood West
Lot Number: 5 Block Number: 7 CSM#:
Parcel I.D. Number 10176070500
Plan Transaction No..
Index Pages
Page 1 Index and title Page 9 Plot plan
Page 2 Data entry Filter specifications
Page 3 GeoMat dist. cell drawings & calculations
Page 4 Lateral and cell cross section
Page 5 Management & contingency
Page 6 Maintenance & specifications
Page 7 Tank cross sections _
Page 8 Distribution media Page 16
Dan Burch License Number: 253808
Date: 05/03/23 Phone Number: 715.416.1642
Signature
Designer Stamp:' State of Wisconsin Approval Stamp:
Designed Pursuant to the
GeoMat In Ground Component Manual Ver. June 26, 2018 Version
Page 1 of 10
In Ground and Dosing Distribution Component Design
Design Worksheet
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 Flow (gpd)
13.00 Site Slope (%)
90.84 Prop. System Elevation (ft)
50.00 Depth to Limiting Factor (in)
1.60 In-situ Soil Application Rate (gpd/ftz)
92.70 Lowest Original Grade Ele. In System Area (ft)
97.00 Highest Original Grade Ele. In System Area (ft)
97.50 Limiting Factor Elevation (ft)
4.66 Depth Below Grade
Distribution Cell information
3.25 Ceil Width (ft) 2 Number of Celis
2.00 Dispersal Cell Design Loading Rate (gpolftz)
2 Influent Wastewater Quality (1 or 2)
sfribution information T �v '� � . ��
E Center or End Manifold, Dist. Box or Drop Box
1 Number of Laterals System dosed N
4.25 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: Hill Const. LLC Page 2 of 10
In Ground Plan View
2 ce�C'seoivSat
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Calcu ations
I ft A 3.25 ft Basal Area Required 375 ft`
K 1 ft B 47 ft Basal Area Pro osed 446.5 ft�
S 1.00 ft L 49 ft
W 9.50 ft
Basal Area Calculation GeoMat Dispersal Cell Basal Area Calculation
GPD Loadin Rate GPD Loadin Rate
600 1.6 gausq tVday 600 2.00 gaUsq fuday
Total 375 ft2 Total 300 ft2
Proposed 305.5 ft
Number of Cells 2 GeoMat Width 325 ft
Cell Length ft Lineal Feet of GeoMat Required 92.3
Min.Cell Len th 462 ft Lineal Feet of GeoMat Proposed 94
Cell Spacing 1.00 ft NOTE:Min S dimension=1'
S stem Elevation 90.84 ft
Limitin Factor 97.5 ft
Separation -6.66 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 rate
Project: Hill Const.LLC Page 3 of 10
End Connection Lateral Layout Diagram
ii
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Hole spacing is every 12" , 1/2" hole at 4 8 8 O'Gock, starting 4 O'clock 6"from end and
8 O'clock Holes at 12"from end.
Lateral Spacing 4.25 ft Pipe Diameter 4.00 in
Distrlbution Celf Cross ection
97 ft � Finiched rrnAc •`r ` `r Y � W�1'
I.��,'` . ;�: :,�`�� .,��, �. .•. 12"-48"�,..Haclfill� �`V . �j.CYt�
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4.66 ft — �I ��� : , '
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4 in —► pipeDit . •. ��u ,. .,. . F�bric
_ .. �� r�a �:_; : �
;Top of geomat to be at .�1. � � ' � GEOMAT
�or below original grede � � � „ � I I , ( � I � I Compone�t
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Observation ipes
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s•a�n�.
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48" Max.
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Project: Hill Const. lLC 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-Ground Soil Absorption Component Manuai for Private Onsite Wastewater Treatment Systems Version 2.0 SPS-70705-P
(N.01/01).GeoMat in ground Component manual Version 1.
1.This POWTS has been designed to accommodate a maximum daily flow of s��ons of wastewater per day. The quality of
influent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following.
A monthty average of 30 mg/L fats,oil and grease
A monthly average of 220 mglL 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 result in exceeding the enforcement
standards and preventative action limits specifietl in ch.NR 140Tables 1&2 at a point of standards application,except as provided in DSPS
383.03(4),Wis Admin.Code.
2.The owner of this POWTS is responsible for system operation and maintenance.
3.Defects or malfunctions identified during maintenance described above shall be repaired in conformance with SP5383 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 properly licensed individuals to contact for such repairs.
5.No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept.
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 fank 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,strainers in sinks in
the building shall be maintained,so that solids and fats are minimized to Flow into system.
A minimum of 2 observation pipes per cell shall be instailed.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,electricai outage causes the dose tank to fill,the homeowner should see to it that
the effluent level in the tank is brought down gredually 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 rarely ovedoaded. 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 ieaks in the tank must be corrected by replacement of the septic tank component.
Leaks in Ihe joints between manhole risers or covers shall be repaired by replacing faulry seals with approved materials to make joints wateo-
tight.
B.Outlet Filter.The outlet filter shall be replaced or repaired when it is either no longer capabie of preventing the discharge of particles larger
than 1/8 inch or when it has become permanently degreded by clogging so as to interfere with the design Flow out of the septic tank.
C.Dosing chamber and pump.The dosing chamber shall be replaced if any stmctural failure is found.Leaks in joints between manhole risers
or covers shall be repaired by repiacing faulty seals with approved materials to make joints water-tighL 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 network may result in unduly long dosing cycles.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 recommended that the dosing
chamber then be pumped by a licensed plumber.
E.Soil Absorption Cell.The discharge of sewage or wastewater to the ground surtace is strictly prohibitetl due to the human health hazard
created by the effluenL All failures created by surtace discharge shall immediately be reported to the appropriate county.The pump shall then
be immediately disconnected to prevent further discharge to the ground surtace via the soil absorption cell.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 authoriry and the required sanitary permit is obtained from the county.
Project: Hill Const.LLC Page 5 of 10
In Ground System Maintenance and Operation Specifications
Service Provider's Name Dan Burch Phone 715.416.1642
POWTS Regulator's Name Sawyer Counry SPIA-Zoning Administration Phone (715)634-8288
Svstem Flow and Load Parameters
Design Flow-Peak 600 gpd Maximum InNuent Particie Size t/8 in
EstimatedFlow-Average 400 gpd MaximumBODS 30 mg/L
Septic Tank Capacity 1250 gal Maximum TSS 30 mg/l
Soil Absorption Component Size 152.75 ftZ Maximum FOG 10 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL
Service Freauencv
Septic and Pump Tank Ins ed and/or service once eve 3 ears
Effluent Filter Inspecl and clean as necessa at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test periodicall
Pressure System Laterels should be flushed and ressure 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 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 to GeoMat products approved for use with the GeoMa[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. Scarifcation ot 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"Diameter Finished Threaded Cleanout
Lawn Sprinkler Grede \ Plug or Ball Valve
Boz �
�
Lateral Ends at Last Oriflce Where
Long Sweep 90 or Two
�45 Degree Bends Same
Diameter as Laterel
� Distribution�Lateral� � Lateral Cleanout
90.84 Feet
Project: Hill Const. LLC Page 6 of 10
GeoMat Distribution Cell Media Layout
3.25 Cell Width (ft) 2.63 Sidewail to Lateral (ft)
Distribution Cell Cross-section Arrangements
_ _ _ _ _ Q S _ _ Q _
anponen egen _ . _
O Distribution Pipe
GeoMat is covered with approved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typicai
325 Cell Width -A(ft) 47.00 Cell Length - B (ft)
End Connection Lateral Layout D�agram
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pipe Ui�, .. � iru ' , . ' �/ Fabric
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See details on page 4 for number, size, and spacing of laterals.
Project: Hili Const. lLC Page 7 of 10
�.
Hill Construction LLC Lot 5 Blk 7 Stonewood West ��
Soil Report Plot Plan ,
North . /
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Hill Construction LLC
15572W Ridgerock Rd
Stonewood West Subd `l ��'
LotS Bik 7 , �
529 T41N R9W
Town of Nayward
1.570 Acres ,
PI N:5'1-010-2-4Y=09-29-515-2A1-070500
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WLP1250—MR
TANK SPECIFICATIONS � o �
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10'-0 ' DIMENSIONS: � o
WALI: 2 1/2" a a
BOTTOM: 3"
4" CAST-A-SEAL COVER: 5"
4" CAST-A-SEAL MANHOLE: 24" I.D. PRECAST CONCREiE RISER a
!'-----"=`-`-----� a
� �� HEIGHT: 52 1/2"
�� �� LENGTH: 10'-0 7/4' �
�� `� WIDiH: 7'-0� �
� mryk 1 BELOW INLET: 41'
j i'-'• <�� ( `�j LJOUID LEVEL: 36" o
� i t I� 1A�IGHT: BOTTOM 4,945 LBS. .- a o E
i � �y � i COVER 3,865 LBS. u 3
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`�` BAFFLE �! 4" CAST-A-SEAL 800T OR EQUAL GASKET Q � � W
� i� INLET AND OUTLET BAFFLE AND FlLlER: � o o i..
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(OhiER STATES SEE CHART) � �
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LIQUID CAPACIN: 34.81 GAL/IN � �
TOP VIEW
s �D
HOIDING TANK: e p �
OUTLET HOLE PLUGGED
ACTUAL CAPAqTY: 1.323 GALLONS � ,�„ �
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a N
LOADING DESIGN: S'-0' UNSANRAlED SOIL � M
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v�� TANK CAN BE USED A5: W ` o
¢a SEPTIC / HOLDING / PUMP OR SIPHON y � �
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� N COVER: MIX DESIGN �8 (NO FlBER) � �
TANK: MIX DESIGN �10 (STRUCTURAL FIBER) � ;
INLET - _ _ _ _ _ � CUSTOMIZED TANKS:
OUTLET FOR CUSTOM TANKS CONTACT WIESER CONCREiE
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SIDE VIEW DRAWINGS SUBMITTED
FOR APPROVAL
APPROVE� 8Y: SHEET NO.
APPROVA� DATE: � /
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PRODUCTS NEEDED BY: / �
TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS
�<--"t`''"'-"E`:r„� PRIVATE ONSITE WAS�E TREATMENT county
�� SYSTEMS Sawyer
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���,,�$Ps ..� ( POWTS)
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F "`� INSPECTION REPORT Sanitary Permit No:
Safety and Buildings Division (ATTACH TO PERMIT)
GENERAL INFORMATION �3 — 23 a
Personal infonnation you provide may be used for secondary purposes[Privacy Law,s. 15.04(1)(m)J
Permit Holder's Name: ❑City ❑ Village �,Town of: State Plan Transaction ID#:
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Insp BM Elev: BM Description: Parcel Tax No:
�ao.o� Nq;� r ri'�o1o�� �� l'S�` ,�B{{ w1�� 'P�.�— o�o -l�b- 0-7-0�0
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV
Septic � ��� Benchmark (c�a o �
Dosing
Aeration Bldg. Sewer g�,g '
Holding St/Ht Inlet ��.Y �
TANK SETBACK INFORMATION St/Ht Outlet �16 .of''
TANK TO P/L WELL BLDG vENrTo ROAD Dt Inlet
AIR INTAKE
Septic }�J �g � fi1 g' NA Dt Bottom
Dosing NA Instaliation
Contour 5'Y•d �
Aeration NA Header/Man.
Holding Dist. Pipe 4�.Y3 �
PUMP 151PHON INFORMATION �nfiltrative
Surface `���� �
Manufacturer Demand Final Grade
Model Number GPM 'r G 9�•a �
TDH Lift Friction Loss Sys Head TDH Ft
Forcemain L Dia Dist.To Well
DISPERSAL CELL INFORMATION
DIMENSIONS �N c{, L t�y� #of Cells� a Type of System Distribution Media Manufacturer:
SETBACK OHWM of Nav � Conv ❑ Aggregate
P/L Bldg Well ❑ IGP ❑ Chamber �eo�a
INFORMATION Waters � AG � EZFIow Model Number:
CELL TO � � � ❑ Mound br �ther
-- ---- --��
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DISTRIBUTION SYSTEM X Pressure Systems Only
Header/Manifoid Distribution Pipe(s) ' X Hole Siz� X Hole Observation Pipes
Length Dia � Length Dia Spac ! Spacing ❑Yes ❑ No �
SOIL COVER
- -- — _— — - — _---- --- -
Depth Over Depth Over � Depth of Seeded/Sodded Mulched
Cell Center �ell Edges � Topsoil � ❑Yes ❑ No � ❑Yes ❑ h�
_ ___-------
COMMENTS: (Include code discrepancies, persons present,etc.)
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SA� 23-o�l S' ,re�;�.��S�n� �3--z3a
Plan revision required?�Yes ❑ No I�� � I !` � __— --
�_���(� � �' � ��'� l�
Use other side for additional information Date POWTS Inspector s Signature Certification Number
SBD-6710(R.3/01)
AO�ITI�NAL COMMENTS ANO SKETCH
SANITAAY PERMIT NUMBEA:_._�_���_
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