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Home My WebLink About012-740-04-3404-SAN-2023-050 � ' .�:�r^""%•s:. Indushy Services Division County � /_.-':--- _�;�;;:� = 4822 Madison Yards Way �f �✓ e/' � _ ,, s - Matiison,WI 53705 Sanitary Pcrmi�Numbcr(to bc fiilcd in by C ` ` Ps P.O_Box 71 G2 .3�� .�� ;� _ Madison,WI 53707-7162 � �� z''�i,�..;'-' V� Sanitary Permit Application StateTransactionNumber , [n accordance�vith SPS 383.21(2),Wis.Adm.Code,submission ofthis form to the appropriate govemmental unit � is requirecl priur ro obL3ining a sanitary permit_Note:Application forms for state-owneci NOW"TS axe submitted to Projeet Adciress(if ditTerecit than maili�g a ��1 the Departmeut of Safety wd Professional Services.Personal information you providc maY be used for secondary � purposcs in accor�ncc witL the Frivacy Law,s.15.04(1)(�n),Stats. �L.�� - I L Application Information-"Please Print�All lnformation `�=f� ' �P.I Gokt��_.-}� S N Property Owncr's tiame Parcel# 1 �o Joe��e.� k e . Ola:-7`fa- O - 3 0� Pn�perty Owner's M3fling Address Prop� e�,ca[ion 9 / Cau,v1Y �wY GC � Ciry.State 'Lip Code Phone Number �p�rJ ftC '/,, fl✓ '/,, Section _y_—_-- Ha wa� w . o � . II.Type of 13ailding(check all that appty} ` LO1" T � N R _E or v __ _ �1or21�ami1}�ihcclling-tiwnbcrofBedrooms j � SubdivisionName — �.L---— Block# �'ub�ic/Commercial-Describe Use �� Ciry of _ ❑State Ou�ned--Describr i?;e_ _ -- CS19 Number illage of 38�8S �-g6�3� [X�'oa��c fIv_,✓fe�— -------` -- III.Type of POVVTS Permit:(Check e�ther"New"or"Replacemenf"and otlie'tapp7icabl�ob`�'line r1 �Check oncbos on line B'.Complete line C it a licablc.) 4 �Ne�c Svstem nReplacement System �Other Modification to Existing System{explain) �Additional Pretreatment Unit(explain) LJ � -- B' ❑I lolding Tank �In-Ground �t-Grade ❑Mound Individuat Site Design x Other T}pe(expl�in) (conventionaO QO C• �❑Rencwal Reforc �Revision hange of Plumber ❑Transferto New Owner ��vious Pemtil Number and Date Lssued Exp�:ation IV_DispersaU"1'reatment Area and'Tank Infurmatiun: _ ' - Design Fluu�(�Td) � Design Soil Application Rate(gpd's� � Dispersal Area Required(s� Dispersal Area Proposed(s� 5ystem Elevation yso .a o•$ �.t 6�� 60 0 9y G , Capacity in Total "of Manufa rer � Tank InSorn�ation Gallons Gallons L�nits � � � b `_' �" � U V N � f0 Rf New Tanks Existing Tanks � � ._ � � p _ � i _ v v; v; cn w C a eptic r Holding Tavk � /000 � �QOV s�{Q,� � �osin �hambcr � � � � ! 600 � � �00 ' � Y.Responsibilih'Statement-I,the undersigned,assume respoosibilit_y(or inst:illatioaof tLe'POW'I'S shn�vn on:the attached plans. 9 Plun�bcr`s Name(Print} Plumber's Si�n:�turc :1 \7YRS Numbcr }3usiness Phon�T�umber 1 fjl�uc �/it�e� .?.lo�19!'/ ( �/S' 9f'��-�.7G.t-- Plumbcr's Addre::�Str�ct.Cit:•,State,Zip Codc) ly7yN �fr. ,y� 40 .r�/ d ws ,s' _ _ VI.County Uepartment Usc Only == � �- ' ` '�A� (o �., Permit Fee , Date Issued Issuing Agent S�gnature ol�e ❑Disapprovcd � � ',�Owner Given Reason for Deniaf `�p�� s I�o � :�3 -�1/1.c,::L�lL�.��: Conditions of Approval!Reasons for Disapproval ( � ::aat� S,�!c'.L��3. _. �� r �� I o�s319 , . - .� � ----_tl � _ _ Chk# MAY 10 c t# � 3�� __ �._.. 2023 ��. CS� �� -D�-�{ p .� -----_--_._..____. �- . ,... �,.:,��:,��;;� : Z , . : nehes in sir.e � � Atoch to eompleoe plans for the system and sanmit to the C.ounty only oo paper NouvS}��1j!•� ti��. SBD-6398(R.03/21 j , ,r'.��.�nT�� , Department of Safety and Professional Services .�,.__ _ � ',� . ' �,, Division of Industry Services ' ' '; Plumbing Product Review 7; i � — 4822 Madison Yards Way ! � � �� `. P.O. Box 7162 yt, Madison, Wisconsin 53707-7162 ��r 'ti ____...`.,� Phone 608-266-2112 �f�"!!"`� Web http://dsps.wi.aov Email dsps@wisconsin.gov Governor Tony Evers Dawn Crim,Secretary T7Y:Contad Through Relay August 8, 2018 Geomatrix Systems LLC Synergy Systems Elizebeth Potts Tom Donahoe 114 Mill Rock Road East 75D Golf Parkway Old Saybrook CT 06475 Madison WI 53704 Re: Description: POWTS Component Manual Manufacturer: Geometry Systems LLC Product Name: Geomatrix Systems LLC, Geomat Leaching System In-Ground Component Manual, Version 1, April 2019 Model Number(s): Geomatrix Systems LLC, Geomat Leaching System In-Ground Component Manual, Version 1, April 2019 eSLA PTO No.: PP-081800088-PTOVPCR The specifications and/or plans for this plumbing product have been reviewed and determined to be in compliance with chapters SPS 382 through 384, Wisconsin Administrative Code, and Chapters 145 and 160, Wisconsin Statutes. The Department hereby issues an alternate approval to s. SPS 383.44 based on the Wisconsin Statutes and the Wisconsin Administrative Code. This approval is valid until the end of August 2023. This alternate approval is contingent upon compliance with the following stipulation(s): 1. Installation of systems that conform to this POWTS component manual must consist of wastewater treatment tank(s) approved by the Division of Industry Services that meet the criteria listed in the manual. Tanks that are approved with options that allow the tank to meet the requirements of this manual, without further modifications to the tank, are considered approved tank in accordance with this manual. 2. Approval of this POWTS Component Manual is for recognition for designs of systems that are covered by this manual. Systems that are designed, installed and maintained in accordance with this manual will provide treatment and dispersal of domestic wastewater in conformance with s. SPS 383, Wis. Adm. Code. 3. Copies of this Component Manual are available through the submitter/manufacturer or downloaded from the department's webpage: https:/Jesla.force.com/publiclookup 4. Approval of this design manual does not constitute approval of individual POWTS designs based on this manual; site- specific designs shall be submitted to the appropriate governmental unit for review and approval prior to installation. The department is in no way endorsing this product or any advertising, and is not responsible for any situation which may result from its use. Sincerely, Glen W. Schlueter Plumbing Product Reviewer Department of Safety and Professional Services Division of Industry Services Bureau of Technical Services (608) 267-1401 Phone glen.schlueter@wi.gov E-mail 7:45AM-4:30PM CDT M-F Work Hours File Ref: 16017501.DOC SBD-10564-E (N.10/97) GeoMat IN GROUND AND DOSING DISTRtBUT10N COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE All Water Treatment S stems To Be Removed From S stem Owner n o . Project Name: Kelsey Owner's Name: Jacob 8 Joellen Kelsey Owner's Address: 9651 N County Hwy CC Hayward,WI.54&43 Property Info Property Address: Reed Lake RD Legal Description: SE SW S 4 T 40 N R 7 W Township Hunter County:Sawyer Subdivision Name: Lot Number: 1 Block Number: CSM#: Parcel I.D.Number: Plan Transaction No.: n ex ages Page 1 Index and title Page 9 Plot plan Page 2 Data entry Page 10 Tank Cross Sectio Page 3 GeoMat dist.cell drawings&calculations Page 11 Pump Curve Page 4 Lateral and cell cross section Page 5 Management&contingency Page 6 Maintenance&specifications Page 7 Tank cross sections Page 8 Distribution media Bruce Vitcenda License Number: M.P.220498 Date: 03/29/23 Phone Number: 715-943-2382 Signature: �j.-pj Designer Stamp: State of Wisconsin Approval Stamp: Designed Pursuant to the GeoMat In Ground Component Manual April 2019 Version Page 1 of 11 In Ground and Dosing Distribution Component Design nfortnation R Resfdential or Commerciai Design � ISD Required? 300.00 Estimated Wastewater Flow(gpd) 1.50 Peaking Factor(e.g. 1.5= 150%) 450.00 Design Flow(gpd) 0.00 Site Slope (%) 94.60 Prop. System Elevation (ft) 48.00 Depth to Limiting Factor(in) 0.80 In-situ Soil Application Rate (gpd/ftz) 96.50 Lowest Original Grade Ele. In System Area (ft) 96.70 Highest Original Grade Ele. In System Area (ft) 92.60 Limiting Factor Eievation (ft) --- 0.60 Depth Below Grade Distribution Ceil informadon 325 Cell Width (ft) 1 Number of Celis 2.00 Dispersal Cell Design Loading Rate (gpd/ft2) 2 Influent Wastewater Quality (1 or 2) s on lnfortnation C Center or End Manifold, Dist. Box or Drop Box 2 Number of Laterals System dosed� Y j 0.00 Lateral Spacing (ft) 4.08 Forcemain Drainback(gal) Does the forcemain drain back? Y Forcemain Filter Loss (ft) 2.00 Forcemain Diameter(in) 25.00 Forcemain Length(ft) 89.00 Inside Pump Tank Elevation (ft) 3.50 System Head (ft) x 1.3 7.70 Vertical Lift(ft) 0.47 Friction Loss(ft) 11.67 Total Dynamic Head(ft) Designer must enter friction loss and system demand (gpm) 49.08 Minimum Dose Volume(gal) 40.00 System Demand (gpm) Man cturer Informatio� . Treatment Tank Information Effluent Fiker Information 1000.00 Septic Tank Capacity (gal) Lifetime Filter LLC Filter Manufacturer Skaw Precast �Manufacturer LT 1/8 Filter Model Number Dose Tank Information Gallons/Inch Caiculator ;c;�ona!� 600.00 Dose Tank Capacity(gal) � Total Tank CapacitY (9a�) 16.47 Dose Tank Volume(gaUn) Total Working Liquid Depth (in) Skaw Precast Manufacturer gal/in (enter result in cell DoseTankVolume) Project: Kelsey Page 2 of 10 In Ground Plan View 71 m c��IlIl c��I�I�� • 00000�000000�oo�oV00000000000000000000 0000000 : 0000000000a00000000000000000000000000000000000 ' 0000000000000000000000000000000a0000000 0000000 . .' o`�o°o o°o°o o�o�o�o°o°o°o o°o o�o�o�o°o�o°o°o° �p�p�p�p�o o�o�o�o�o � . o00000000000000000000uo �, Q 0000000000 ' '- °o°o°o°o°o�o°o�o°o°o°o�o�o�o°o�o°o�o�o�o"o�o`o ��12i`2$ o°o°o o�o o�o�o�o�o° •� OOOOOOOJOGO000000000000 ��' 0000� 00000 . _.. 1 Caiculations I :; ft A 325 ft Basal Area Required 562.5 ft` K � 1 ft B 80 ft Basal Area Proposed 580 ft S 0.00 ft L 82 ft W 725 ft Basal Area Calculation GeoMat Dispersal Cell Basal Area Calculation GPD Loadin Rate GPD Loadin Rate 450 0.8 gal/sq fl/day 450 2.00 gal/sq tVday Total 562.5 ftZ Total 225 ft2 Proposed 260 ftZ Number of Ceils 1 GeoMat Width 325 ft Cell Length 80.00 ft Lineal Feet of GeoMat Required 692 Min. Cell Len th 692 ft Lineal Feet of GeoMat Proposed 80 Cell SpaCin 0.00 ft NOTE- Min S dimension = 1' S stem Elevation 94.6 ft Limitin Factor 92.6 ft Se aration 2 ft 2'Min Directions Play with cell leng;h te get desired ceil spacing length ane widtn Remember systen� SHOULD be longer�h=n �,t �s wide It must also Sat�sf�� basal loadin raie and GeoMat cell �.oadin� rate 100 Project: Kelsey Page 3 of 10 Center Connection Laberal Layout Diagram _ . . _,. :�.;_, �,�.� .�-_;, ;. � ;�.-:;� ':;..:,�.� 0 \ _ _ P . _ _ _ . _ _ �,.�,;..i.: i O Hole spacing is every 12" , 1/2" hole at 4 & 8 O'clock, starting 4 O'clock 6"from end and 8 O'clock Holes at 12" from end. Lateral Spacing 0.00 ft Pipe Diameter 4.00;in Distribution Celi Cross ection : 96.7 ft � �iniched rnre `N'Y V'�2'`T W V" I ' ,. ' '. . . " • . 12"�8" •�eae►fa' , L�ail Levd 0.6 ft — S+md C.o�at taeom+omded . . ' . .. 4 in —► pipeDia _ • �� ih� �i i��` . . `l: f� . ' • � _.i P� � "-- � — Top of geomat to be at o !. - - - �� ^ • ,.,� GFA MAT below original grade � � � I ' I � Z.�M 33 �,.� i i I , I � I � 1 � Iafiluanve S�uface ! _ _ _ � =NATIVE:SOIL; J � �� ! � — ' L:ni�F�tar 48ft y — � � _ � � � � � � ._ ._ _ Observation Pipes �� 96.7 ft pm"°°°�"°° I a•�nr 17' Min. 48" Max. sbs Toil�K Flanee Rcbar I 1�152. � �5� � lmu'� �.-. �b°' _I_ _1_ �. � _f7BQ.uS - .. t t - 'i�i�i�i'i i'i�i�'i'� i i i i'�, i i . i�ii �1�i �i� � � ��i��i��ii�i�i�i��i�i�i�� I I 1'1 1�1�1�1�1�1�1�1�1�1�1�1 ��i�i�i� ATERCfASETCO�i�i�� '� �i i�i�i� ��i��i � MmDuReb i � i � � � � � � i � � i � i � i � � i i � i-r-��— i i i i � i i � � � � � i i i � 1 1 1 � � I � � � � � � � � � � � � � I �� 1 I 1 � 1 I � I 1 1 I � 1 1 � � 1 � I 1 1 I 1 1 1 I � 1 1 I�1 i I � I 1�1�1�1 1 I�i�l 1�1�I�I,��i�� 1��1�1�1�1�1�1�1� I 1 1 � 1 1 1 1 1 1 I 1 1 1 i 1 I I 1 � 1 ��I II�1�1�1 1 I 1 1 1 1 1 I I I � 1 I 1 1 1 1 1 1 1 I 1 1 I I 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I i 1 1 � � 1 I I�1 1 1�1�1�1�� 1�1�1�1�I�I�i�l�ll1��1�1�,�,�1�'�'�I�I�I�I�'�'�1�1�I�'�'�I�'�'�1�'�'�'�'�1�1�'�'�'�'� 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1�1�1 I I 1 1 I 1 1 1 1 I I 1 1 I I 1 I I 1 1 1 I 1 I 1 1 I 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 � 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 � i i � i � i i i i i � � � i � i i � i � Y ASIM G]S�ed mdQ 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 � t i i i i � � i i i i � i � � i r � � i � i i � i�i�i�ii��i��i��i��i�i�i�i�i��i�i�i�i��i�i�i��i�� it�iii 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�i�i��ii�i�i��i�i�� 94.6ft � � � �� ,�� , �� .�� Project: Kelsey Page 4 of 10 Notes/Maintenance Requirements MANAGEMENT PLAN This private onsite wastewater(POWTS)has been designed,and is to be installeC and maintained in accordance with SPS 383,Wis.Admin. Code,tbe in-Ground Soil Absorption Component Manual for Private OnsRe Wastewater T2atment Systems Version 2.0 SPS-1070SP (N.O1I01). GeoMat in ground Compone�t manual Versbn 1. 1.This POWTS has been designed to accommodate a maximum daily flow ot 45 �ns of wastewater per day. The quality of influent discharge into the POWTS treatrnent or dispersal wmponent shall be equal to or less than all of the following. A monthly average of 30 mglL fats,oil and grease A monthy average of 220 mglL BODS A monthty average of 150 mg/L TSS Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these IimiGs or that resutt in exceeding the enforcement sWndards and preventative action limits specified in ch_NR 140Tables 1&2 at a point of sGrMards 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.Defec[s or malfunctions identified during maintenance described above shall be repaired in conformance with SPS383 Wis.Admin.Code, and the pertaining county Private Sewage Systems Ordinance.The users manual,provided to the owner of the POWTS inGudes tbe names and telephone numbers of the pmperly licensed individuals to contact for such repairs. 5.No producl for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept. of Commerce in accordance wdh SPS.384,Wis.Admin.Code. 6.It 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 t in pump tank in order to insure partiGe size less than or equal to 1/8"- Fitters sbouM be cleaned once in spring,and once fn 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 installed.These pipes shall be located approximately at the end of each cell. The plumber,or wunTy 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,eleUrical outage causes the dose tank to fill,the homeowner shouM see to R 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. Contad a pumper or your installer rf this problem occurs. The homeowner is 2sponsible for tortnulating 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 stmctural failure resuking in cracks or leaks in the tank must be correc[ed by replacement of the septic tank component. Leaks in the joints betv✓een manhole nsers or covers shall be repaired by replacing fautty seals with approved materials to make joints water- tight. B.Outlet Fitter.The outlet filter shail be replaced or repaired when it is either no longer capable of preventing the discharge of paRicles larger than 1/8 inch or when it has bewme permanently degraded by Gogging so as to interfere with the design flow out of the septic tank. C.Dosing chamber and pump-The dosing chamber shall be replaced rf any strudural failure is found-Leaks in joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water-tight.The pump and wntrols shall be replaced when they are no longer capable of fundioning according to the design plan. D.Pressure Distribution Piping.Partial clogging of the distribution nelwork may resutt in unduly bng dosing cyGes.The ends of the distribution laterals may be ezposed and the threaded end caps removed.The piping can be disconnec[ed on the outlet end of the pump. The distnbution piping may then be back Floshed to cleanse any accumulated matter 6om 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 surface is stridty prohibited due to the human heakh hazard created by the etfluent.All failures created by surface discharge shall immediately be repoRed to the appropriate county.The pump shall then be immediately disconnected to prevent further discharge to the ground surface 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 aRer any necessary plan approvals have been obtained from the appropriate plan review authority and the required sanitary permit is obtained from the county. Project: Kelsey Page 5 of 10 In Ground System Maintenance and Operation Spec�cations Service Providers Name A 1 Plumbing � Phone 715-943-2382 .— --- - . _—.. POWTS Regulator's Name 3awyer County SPIA-Zoning Admimstration . � Phone (715)634-8288 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 260 fl� Maximum FOG 10 mg/L Type of Wastewater pomestic Maximum Fecal Col'rform 10E4 cfu/100 mL Service Frequency Septic and Pump Tank Ins ed and/or service once eve 3 ears Efftuent Filter Ins ect and clean as necessa at least once eve 3 ears Pump and Controls Test once every 3 ears Alartn Should test eriodical Pressure System Laterals should be flushed and pressure tested eve 3 ears In Ground Insped for ponding.and seepage once every 3 years_ Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials confortn 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 produds 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 wnform 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(rost penetration. Laterel Tum-up Detail 6-8"Diameter Pinished Threaded Cleanout Lawn Sprinkler Grade \ Plug or Ball Valve i Boz � Lareral Ends at Last Onfice Where y Long Sweep 90 or Two ��45 Degree Bends Same Diameter as Lateral � Distribution Lateral � Lateral Cleanout � 94.6 Feet Prqect: Kelsey Page 6 of 10 Dose Tank Infortnation I ucf.ing corcr��iih��aminp lahel. � lockm�_deciee and��aier Iieh�sa;J � . ` . J"Vcmcd(uccr � 17cclrical hoc I as per Nfl('300 .. . and SPS 31 G?R\\':\�': �.� �i{;�_. �� . FinishcdGradc . .._::�d __ _ _:�-� _ .:1^;�� .'\ !_L�i'• . i � I� Ui11O1111G11' J"Clcan oUl Pipc i Up�iun:J Fall�Alcc Wircs I�rom lileclric sourcc I � I / I �o conirul s�wid al i' � � . . i ` .._ , „ cll7uenlMinSdoxJ �� I . Opuonal oJ�lcl a"Inlc1 P]lfilmc. �. �I I u,in,� � I� I _�__ � :.._,�� Forcemain diameter � Iloss+�op '.I. � / ,•,�sr.uro7rfP•�„1 2 in. and wa�tr t rncasc Inrcunjin onln ' � ' vdiAgruunJ i� ligh�gnskci �' �. �I Pumco '��ca�r i��n.��,,:�,�� —i � i.vPhm Jn mc , �High�¢alcralann�n �, 'ump On Ploat�� . �� 4� �. . � Puntp Uf l Ilu.tl� l . f'i r � � Pump Off¢Ievati0n(ft) � - , 90.08 � �,�„� ' ». . ., :'� Dose tank elevation(R) . .. " 13cddin�undcr�an.,;;:? • .,.�s' . ��?i � � �— ............ . 89.00 Dimension Inches Gallons Skaw Precast 1 A 18.45 303.87 Ca aci 600.00 � , B 2.00 32.94 Volume 16.47 gaUinch C 2.98 49.08 D 13.00 214.11 Totai 36.43 600.00 FilterManufacturer S �/_Tg�l,� Fiiter Model Number �T f l00 /f/� Alarm Manufacturer SJE Rhombus Alarm Model Number Oy-H Pump Manufacturer Zceller Company Pump Model Number N98 Pump Must Deliver 12.00 gpm at 11.67 ft TDH Note Switches ;onta�ning mercc^� ��,�ay �ot be used in [his systei7�� Project: Kelsey Page 7 of 10 GeoMat Diatributlon Cell Media Wyout 325 Cell Width(ft) 2.63 Sitlewall to Lateral(R) Distribution Cell Cross-section Arrangements � Component Legend O Distribution Pipe GeoMat is covered witti appmved geotezfile fabric as per the iheir product ap0�oval. Distribution Cell Plan View Layout-Typical 325 Cell WidN-A(R) 80.00 Cell Le�th-B�R) �� .� � � � � ��: peRel F:..:.�...n r.._.n� W�� V'V'`r `7V'V' .. . : -� �.�- Dim�Gm 12 d8" . e.c�ru��: La9vd Iavel �Ca.v�eeammesded I ;, �- : mw,� p�� _ �H,. Fah`r - . .. � P�pa � - _—, . _ ] _ _ _ . .. . 1�.� G��T 1 � f � � I GZ' -ASIM 33 P._� � � � � � ' � ' �ISn51�' Surfice � I_ __-NATIVE-SOII,==l_l� � !___ _ _ � _ �_��___ L:c�&F� g¢y G¢taiLs on page 4 fa number,size.anC spxux�af la�erals. Pa9e 8 of 10 Projecl: Kelsey ow.ver' P/�abu' Ja�o4aJaenc.J KeIS�Y l�Roc� V,tGe.vdq 46r�,u covurrxWy« - IY�Y.vsrywywo HaY"'n�d�vl J9gy3 fXc/aN.l�w1,�yg33 7i,s'-9N3-�3bx M.l�hOr9Y � �� t � Scatc n�zyo' ��T S�-Jw s� H T, yo R. 7 w Tewr HuwTe/ Ler� 8m a.o'/ao.o'Va.lw ;••�y^oak 1�[� IAib{a✓ . �i-vc-s� 8�•ac.�. 6j-96�i' 1 �1 S . ; � I , � � � V ``� � S 00 1\ 1 ` Y" � � �\ c � � G � � � � a} � ` � � � � 1�� . OM � 03 SK4w /oos/6orco,a6i R�f6ff y/L�4/-4oeN blterf,�,F;Uk . 1lpiwy pu 34y�3o-1 RcutcaxcRd Pq Soil Profile Sheet Owner: �e�c�v Soil Tester. C��-+ce �/i�cek�q System Elsv�tion: yY�(� Load Rate: � � �� System Rango-� �� oo , - j � � ..... ...... ...... ...... . :..... ...... ...... ...... ._.... ...... 4� ...... ...... ...... ...... . ._.... ..... ...... � .... ...... ..........: ...... ...... a8 .... ...... ...... ...... ...... ...... ...... ...... , ..... ...... �� ... _. � ..__ ---- ::: ::: ... ...— %�S � '�� -�'`I� -. . - g6•(� � +�-'� ... ' - 9� ,7i------ ... --- _ ... ... � � ... ... . ...... ... -- ..... � �( ... ...... Q� y„ .._.. ...._ � , ...... ....,. ...... ...... o y � : , ._.... ...... ...... ..:... ..._.. ...... „ ..,_. ---... �S �a �33 sa�� a"�33 5�,., ...... ...... I ...... ...... 1 ' � � � ��I �33.SOryy . ...�.. .....• \ ...... ...... -9"f•S — 9Y�C. i �---_ ...... _ ...... ...... � ...... ...... ` — �ty � { ...... ...... �-- ....._ ...... . ...... ...... ...... ..... 4 . . � „ ..... ...... „ . . ...... kav ... . ...... ...... ...... . k2Y - . �3i ...... ...... � � y2y �r ...... ...... ..... ...... ...... ..... � � ..... ...... � ...... ...... ..... _....._ qa.s ...... ...... - �a .� .... ...... qa 6 , � ._... ...... - ...... ..... �� ..... ...... ..... .---� ...... ...... . ...... ...... ...... ...... �� ..... ...... .._........ ..... ...... ...... ....,. ----:..... . ............ ...... ...... g ----•� ----•� o ...... ...... .... ...... ...... ...... ...... ...... � ...... ...... ...... ...... �� ...... ...... ...... ._.... ..... ...... .--.. ...... � ...... ...... ...... ...... � ...... ...--. ...... ...... •--... ...... ..... ...... ...... ...... ..... ...... � ...... ...... • ...:. ...... g� - -. ...... ...... ...... . .. 86, ..... ....,: ... ...... WARNINGDEATHMAYOCCURIFTANKISENTERED i SKnWlo0o1600 i O WITHOUT PROPER EQUIPMENT � i i i O I I I— 70.00 NOTE:SEE INNER WALL PHOTO ON THE"EXCLUSNELY AT SKAW S"PAGE, i i i i i i i i 1 I 1 1 I I I I t I I I I 1 I I I I 1 I 3.00 �i i � � i i 4.00 �i i !______"___________"'_______'_J �27.00 -2700 �2Z00� ��za,00 ZQoa�f—zaoo—�� OUTLETENDVIEWOFTANK I �- s.00 �,s.oa—{ i.00� _�z.oa —{ �—z.00 I iN�er �� f0.00 ` p�/7LET �� 200 18.00 V 41NCH 41NCH PftE55 PRESS SEALGASKET SEAL INSTALLED GASKET WHEN POURED / �BAFFLE FlLTER 39.00 3.ao SECTION VIEW OF TANKAND COVER s.00 Model Number: �IOOO � 6OO SKAW PRE-CAST � � Approvedfor. SEPTIC/SEPTIC,SEPTIC/PUMP,SEPTIC/SIPHONORHOLD/NG Phone: 715 967-2277 Weight n e im. u e im. Liq. Depth Gal. /In. Nom. Cap. 26255 105th Street, New Auburn Toll Free: 1-800-924-8625 Wisconsin 54757 Fax: (715) 967-2707 13,0501bs. 44„ 42„ 39" 16.47 642.33 gal. www.skawprecasGcom i5dD0 24`I.O.MANHOLE 3A50 i� `�� `\�� i� `\�� i � i/ � i � i � i � i � I 1 I � I t 1).00 1 � 1 � 1 � \ I \ / � / \ / \ / � / \ / \ / � / ♦ ♦ ♦ 38 60 10456 � —16.00 � TOP VIEW OF COVER 81.00 53 W 90.50 55A0 49.50 °° r w p ,z.00 LL � s�.� �,00 �,00 � � ,4<� iae.00 isa.ao TOP VIEW OF TANK (TAPERED) ModelNumber. 1000 � 600 SKAW PRE-CAST � ) Phone: 715 967-2277 Approved for: SEPTIGSEPTIC,SEPTIC/PUMP,SEPTIC/SIPHON OR HOLDING Toll Free: 1-800-924-8625 26255 105th Street, New Auburn Weight Inlet Dim. Outlet Dim. Liq. Depth Gal./In. Nom. Cap. Wisconsin 54757 Fax: (715) 967-2707 13,0501bs. 45" 43" 39" 16.47 642.33 gal. www.skawprecast.com � i w "� PUMP PERFORMANCE CURVE MODEL � 98 w � � -- �- — MODEL98 Feet Meters � Gal. Liters I- 3��P -�-- 6,�4 - -I . 5 1.5 I 72 273 r' ^5;e \ 25 _ - i - I __ - _ �� 10 3_0 : 61� 231 � � � _ __ ..—.-- � � ,� , ...,_��. � __ 20 , ��6 � 25 �_ �gp � �' , :. � ��- � j 3�ie Q g 20 _ �, � � w _ - i c� �O� � ` 6hut-offHead: 23 ft(7.Om� t � a � �� -- � 15 � , '�� ' !` Q �,1z � � �`_+-' r 4 o ! �-�ux�,.,,z�Pr � J I Q 10 oo9��i i o � 2 -� �::_.-i-�: _._�-. 5 � _ ' II 0 �� iz Ins �� "i` � 10 20 30 40 50 60 70 80 � � � L GALLONS � I! � LITERS �� - -I � �� ' Q2v3z 0 80 160 240 �-�--�i .�`��f FLOW PER MINUTE I_.__ .1 fL�' � �. _ _-1 SK1102 COfVSIJLT FAC��°� 6��: ��ECI,�L APPL9CPaT90�S ' 3 Electrical alternators, for duplex systems, are available and Variable level float switches are available for controlling single supplied with an alarm and three phase systems ° Mechanical alternators, for duplex systems, are available Double piggyback variable level float switches are available for with or without alarm switches variable level long cycle controls Refer to FM1922 and FM0806 for temperatures above 130°F 98 Series Control Selection Model Volts-Ph Mode Amps Simplex Duplex � M98 115 1 Auto 9.4 1 4 � �-� � N98 115 1 Non 9.4 2 or 3 4 ��J� ' D98 230 1 Auto 4.7 1 4 � � ��EBSy 8SS011lb�y�� E98 230 1 Non 4J 2 or 3 4 � (� �� (pump 8 dlscharge plpe '�� not included) ��_��6�6� G�.60D� � �.� == i 1 . Integral float operated mechanical switch, no external control required. � � 2. For automatic use single piggyback variable level float switch or double ��U� piggyback variable level float switch. Refer to FM0477. ,��\_/ 3. See FM1228 for correct model of simplex control paneL �� 4. See FM0712 for correct model of duplex control panel or FM1663 for a ppTIONAL PUMP STAND �1� 10-242� residential alternator system. ° Reduces potential clogging by debris. For information on additional Zoeller products refer to catalog on Piggyback Variable Level ° Replaces rocks or bricks under the pump. Switches. FM0477; Electrical Alternator, FM0486; Mechanical Alternator, FM0495; Sump/ ° Made of dur2ble, nonCorrosive ABS. Sewage Basins, FM048T, Single Phase Simplex Pump Control, FM1596; Alarm Systems, ° RBises pump 2" off bottom of basin. FM0732. ° Provides the ability to raise intake by adding sections of 1Yz" A CAUTION or 2" PVC piping. ° Attaches securely to pump. ,�II installatioti� a; ccar9�tr��i��, �a��teciion devices and wiring should be done by .� = Accommodates sump, tlewatering and effluent applications. qualified license;� �Iccu i�i%!}, ;'111 elecYrical and safety codes should be followe.' NOTE: Make sure float is free from obstruction. including 4he mosY receni. NaAeonal Flectrical Code (NEC) and the Occupatiorr:; Safety and Health Aci IOSN6;;. RESERVE �OW�RED DESI(;N For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. - - -- — - - .._ - __ �7 MAIL T0: P.O. BOX 16347 Yi�� / /C�,��V� Louisville, KY 40256-034i Manufacturers ol.. [ /F � � SHIP T0: 3649 Cane Run Road �0 �� Louisville. KY 40211-1961 QvauFr�aMas SNCE �� www.zoellec com �� 0 �� FAX(502) 784�3624 PUMP - --_ — _ _ - - --. __ _ _- --- -- O Copyright 2010 Zoeller Co. All rights reserved. P. i i " "'-'`�r; PRIVATE ONSITE WASTE TREATMENT County , .:. �-,��a�$ SYSTEMS SaWyer � P ( POWTS) ��\k L_.��/ � � '�� INSPECTION REPORT Sanitary Permit No: Safety and Buildings Division (ATTACH TO PERMIT) GENERAL INFORMATION ��_�� Personal infonnation you provide may be used for secondary purposes[Privacy Law,s. 15.04(1)(m)J Permit Holder's Name: ❑City ❑ Vitlage Town of: State Plan Transaction ID#: Jl.l.c�KJ�� 2(n �\� ��h �� Insp BM Elev: BM Description: Parcel Tax No: �� d' �1.�l t- n�nl.o,� i�., a.,I,-�.Q�e �g•.�ff�t' b�2��`{o—o�{- 3Yo Y TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV Septic (�t/�J— ��ct� Benchmark (va.a� Dosing ��a.,�,��po 600 Aeration Bitlg. Sewer 9�{,$� Holding St/Ht Inlet 9�,6 ` TANK SETBACK INFORMATION St/Ht Out�et S y 3g` TANK TO P/L WELL BLDG vENr ro ROAD Dt Inlet AIR INTAKE Septic �� SU' 1`� -�-( � NA Dt Bottom q o•9�� Dosing N '^ � r NA Installation � Contour �1�-7 Aeration NA Header/Man. Holding Dist. Pipe 9(,.O � PUMP 151PHON INFORMATION Infiltrative r Surface 1`��6 Manufacturer ` Demand Final Grade Model Number �(� GPM C3 3 �.S;(�� TDH Lift Friction Loss Sys Head TDH Ft Forcemain L �� Dia 2`` Dist.To Well DISPERSAL CELL INFORMATION DIMENSIONS �N ,� L ' #of Cells Type of System Distribution Media Manufacturer: � Conv ❑ Aggregate SETBACK OHWM of Nav ma INFORMATION P�L Bldg Weil Waters � GP ❑ Chamber Model Number: ❑ EZFIow CELL TO �� T�� kp` �„ ❑ Mound � Other ------- — ----- --— ---__— -- - -- ---_ _-------- DISTRIBUTION SYSTEM X Pressure Systems Only -- --- — ---- — Header/Manifold � Distribution Pipe(s)-- �X Hole Size X Hole Observation Pipes !, Length Dia __ Length Dia Spac � I Spacing ❑Yes ❑No � SOIL COVER — _-- ---i — - — -- Depth Over Depth Over ; Depth of Seeded/Sodded Mulched � Cell Center �ell Edges ; Topsoil _ � ❑Yes ❑ No � ❑Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) ��,s��./ ��,��3 Plan revision required?❑ Yes ❑ No �02 29 �� L� / -_ � /��/� `— �ti __ ' � � Use other side for atlditional information Date POWTS Inspector's Signature Certification Number SBD-6710(R.3/01) AOOITIONAL COMMENTS AND SKETCH SANITARY PEAMIT NUMBEA:____ ¢2 3—_�_ �.�- �0�0 —� 3 6a�, o, �� $ gdo �b� ' ' � �� ,r+- ��o r , �x ��' � �� r "°`'��: '�- �600�60o Ce „��:J: � � � �' �°/ � `� � �� P� � ��' ��. C� �� 3�3� � � �o � ` �'� . `Pd� �,--