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Home My WebLink About010-841-15-4204-SAN-2023-156 Department of Safety c°°"ry SAWYER �^ � � - & Professional Services, D _ _' Sanitary Permit Number(to be filled in by `� : Industry Services Division ,. . (�S� C l� � � State Transaction Number W Sanitary Permit Application NA ' In accordance with SPS 383.21(2),Wis.Adm.Code,submission ofihis form to the appropriate governmental unit � is required prior to obtaining a sanitary permit.Note:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing a � the Depariment of Satcty and Professional Services.Personal informadon you provide may be used for secondary purposes in accorclance with the Privacy Law,s. 15.04(1 xm),Stats. �j 3�9�W KREYER��V� I.Application Information-Please Print All Information Property Owner's Name Parcel# REGINALD R. & KIMBERLY A. PONTILLO O10•841•15•4204 Property Owner's Mailing Address Property Location 1305 13TH STREET NA Govt.Lot City,State Zip Code Pho�e Number WINTHROP HARBOR, I 60096 NW �, SE � , 15 /a Section II.Type of Building(check all that apply) Lot# T 41 N R �g "E or W C�or2 Family llwelling-NumberofBedrooms � 1 Subdivision Name ��o�k# NA ❑Public/Commercial-Describe Use NA ❑Ciry of ❑State Owned-Describe Use CSM Number ❑Village of V36, P243 ��af HAYWARD iTI.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on line A. Check one box on line B.Complete line C i a licable.) A' �New S stem y ❑ Keplacement System ❑ Other Modification to Existing System(explain) ❑ Additional Pretreatment Unit(explain) B' ❑ Holding"I ank �In-Ground GEOMAT ❑ At-Grade ❑ Mound ❑ Individual Site Design ❑ Other Type(explain) (conventional) C• ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ TransTer to New Owner �st Previous Permit Number and Date Issued Expiration " IV.DispersaUTreatment Area and Taok Information: Desig ^50(gpd) Design Soil�pplicaf n Rate(gpd/s� Dispersal Area Required(s� Dispersal Area Proposed(s� System Elevation `r � O,(P 225 �� 227.50 99.92 FT. Capaciry in Total #of Manufacturer Tank Information Gallons Gallons Units � a v � � N � New Tanks Existing Tanks � o a; � � p � � a. U v� }y in w c7 ts, Septic or Holding Tank 1�� 1�� 1 WIESER COMB X Dosing Chamber (�p 600 V.Responsibility Statement- t,the undersigned,assume responsibility for installation of the POWTS showo on the attached ptans. Plumber's Name(Print Pl ' Signatwe MP/MPRS Number Business Phone Number t�� '�� Plumber Address(Street,City,State,Zip Code) �U�`�i � .'G�w�1 -1l� (�G�'�- Q�. ��' u� S��l� VI.Co nty epartment Use Only ') Permit Fee Date Issued Issuing Agent Signature Ap � ❑Disapproved It_.- _ . ❑Owner Given Re�son for Denial $��•� �� I a 3 n�`-�"��'`�'"`� Conditions of Approval/Reasons for Disapproval 5� � D r�� (�1 �� '�� i�ate � a(� a3 U =:hk#�.�..._.��,4�.,.� JUL 0 7 2023 GS� ��' � � � �Cpt# �3 N 3 SAWYER COUNTY �."��.T~.�.� ZONING ADMIN�STRATION Altach to compiete plans for the system aud submit to the Couniy only on paper not less than 8 1/2 x 11 iuc6es in sae 43�t�Fr NO R;FJND�q��R SBD-6398(R.03/22) ISSUE OF PEF�,�;�r C�,eollat IN GROUN�AND DOSING DISTRIBUTION COMPONENT DESWN INDEX AND TITLE PAGE Owner Info Project Name REGINALD R.&KIMBERLY A.PONTILLO Owner's Name (SAME) Owner's Address: 1305 13TH STREET WINTHROP HARBOR,IL 60096 Pf0()@rly(fif0 Property Address: 13190W KREYER DRIVE _ ___ __ _ _ HAYWARD.WI 54843 _ Legal Description NW SE S 15 T 41 N R 8 W Township Hayward County: Sawyer Subdivision Name. NA Lot Number 1 Block Number NA CSM# 8461 Parcel I D Number 010-841 -15-4204 V36,P243 Plan Transaction No Index Pages Page 1 Index and title Page 9 Plot plan Page 2 Data entry Page 10 Filter specfica6ons _ Page 3 GeoMat dist.cell drawings&calculations Page 11 Soil test Page 4 Lateral and cell cross section Page 12 Soil test Page 5 Management&contingency Page 13 Soil test Page 6 Mamtenance&specifications Page 14 Aerial Page 7 Tank cross sections R17,k+H�ti7 . T�� s��TF 11ta� Page 8 Distnbution media MARY JO HUPPERT License Number: 1859-007 Date 07/04l23 Phone Numbec 715-426-1775 /.. s�9nac�R:, r�` ,, �t L Desgner Stamp: k MAt;`! • i'lii' D 1.�. � ..,'r Etv;. '�L: Desgoed Pursuant to the L�;,��' '" GeoMat In Ground Component Manual kpriF2043Version , t I, � ��yM�� <07�t.-��Yj �-il.i�- • Page t of 14 In Ground System Maintenance and Operation Specifications Service Provider's Name�'�RED'S SEPTIC SERVICE Phone �15-798-3033 POWTS Regulator's Name�Sawyer County SPIA-Zoning Administration Phone (715)634-8288 `-_.. . . _ ._ .. . . _ .._ . . . . _ ... _.. . _. . _ . Svstem Flow and Load Parameters Design Flow-Peak 450 gpd Maximum Influent Partide Size 1/8 in Estimated Flow-Average 300 gpd Maximum BOD5 30 mg/L Septic Tank Capacity 1000 gal Maximum TSS 30 mg/L Soil Absorption Component Size 227.5 ftZ Maximum FOG 10 mg/L Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL Service Freauencv Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Ins ect and clean as necessa at least once eve 3 ears Pump and Controls Test once eve 3 ears Alartn Should test periodically Pressure System Laterals should be Flushed and ressure tested eve 3 ears In Ground Inspect for ponding and seepage once every 3 years i —�------.. __._ i Miscellaneous Construdion and Materials Standards 1. Observation pipes are slotted and materials conform to Tabie SPS 384.30-1, have a watertight cap and are secured in as shown in the GeoMat In Ground Component Manuai Ver.April 2019. 2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component Manual Ver April 2019. 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. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail 6-8"Diameter Pinished Threaded Cleanout � lawn Sprinkler Grade \ Plug or Ball Valve Box � y Vent if i � ot Dosed La[eral Ends at Last Ori(ice Where Long Sweep 90 or Two ��45 Degree Bends Same Diameter as Laterat .� a ' _... . � . _ ._ �Distribution Lateral � Lateral Cleanout � 99.92 Feet Project: REGINALD R. &KIMBERLY A. PONTILLO Page 6 of 16 In Ground and Dosing DisVibution Component Design > lhae iea'�re^.i: ,s'e��•, Sr?eme�:=C. ��istec� Site Information '�` R�i Resdential or Commerciai Design . � � ISD Required7 � 300.00' Est�mated Waslewater Flow Iqpd) ....._.__.__. .__. 1.50 Peaking Factor(e g. 1 5= 150°�0) 450 00 Design Flow(gpd) � 0.001 Site Sbpe(%� 99.92� Pmp SystemElevation(k) San06NanvesalCqnmur �— 43.00 Depth b Limding Factor(in) �0.60'�. ;n-siW Soil AppBcahon Rate(gpd�R') '~ 101,50�'�� Lowest Onginal Grade Ele. In System Area(R) � �_ 101.50� H�ghest Oaginal Grade Ele In System Area(fl) 97.92�'�. Limitmg Factor ElevaUon jflI � 0 OB Depth Betow Grade Distribution Celi Information 3 25 Cell N;�dih iftl 1�. NumDer of Cells 2.00'� D�spersa�Cell Desgn Load�ng Rate�gpd N� � 2 Inlluent Y+,'astawater Ouahry i� or 2� Distribution Information �E'�. Center a Entl ManRol4 Dist. Box or Drop Boz ___ _______.. . � � 1 Number of Lalerais System dosed�. Y � 0 DO Lateral Spacmg(R) -.—, 522 Forcemain Drainback Iga11 Does the forcema�n dra�n back90 0.50! Forcemam Fller Loss(ft) �---- . 2.00� Forcemam Diameter�ini -J 32.00i Porcemain Lengih Ilt) �— ' � _94.00 Inside Pump Tank Elevatan(tl) 3 50 System Head(ftl K 1 3 6 69 Vert�cal Lifl(R1 ' 0.45� Fnchon Loss�R� 1 14 Tptal Dynamic Head ifU a5 1: h1immum Dosa Volume igal� 25.00 System Demand Igpm1 Manufacturer Information Trea[ment Tank Informatlon Effluent Filter Informatlon � - 1000 00' Septic Tank Capaaty tgal i ;,SEE PUAdP TANK jFilter Manufacturer I1h'ieserConueteProducts. lnc. '�Manu(acturer SEEPUMPTANK '�,FikeiModelNumbar Dose Tank Informalion Gallons/Inch Calwlator —__ � Dose Tank Gapauty igah :� . Total Tank Capaciry(gal� .____ � ___ ____. __ � 11 2B Dose Tank Volume(qalhn) -� � Total Workirg L�qwd Depth Iin) ______. - . __... . 'Wieser Concre[e Producls. Inc IMaw(acturer r� � �gaUin lenter result in cell DoseTankVolume) Pro�ecT REGINALD R &KIMBERLY A PONTILLO Page 2 0�16 P�gV�SEQ ; 07-7J I✓ D� � �DJUL 2 1 20T3 ION NG qpR CptJT,�Ty MIN!STHArIph Dose Tank information i .,.��„_ .,��,� �,n ,..�� , ,: ' �., � lu:i.in.t dr�i:t :imi ��,urr Ut�c; .:.i: ; J.. �'in�cdt. �+�:� ��' { 1.•cl�i�al lw�� a� p.r \L( :Illi an.1 SPS i�b 'F U \( ` I ini�hcd<ir,tdr , . . :-�.�. . . . . , . . . , __ lluc�mi:�ci� 1.. (�I:an i�i:i V'i ,� I ' ' � )�.a.�n.d h.,ll �ahr ��Rl�� f�Hll � !�ilil� �I�ell�: � I.� i��tl:ir�J 1OCf�� U� � c�tl.irnt M'inE d��cJ � ry,i•.,��;.d ��mict 1.. ickt i'�; 1 �.:�.� �,. ' Forcemain diameter , it,�,. ,�. i, � � � � �.��, i��za , �;`�.,1 2 in. and ��;d:� . ,.� ..�,:��,,�;, , ,:�„ � �� ,� tiehl i:i.l.�l I uin.�, ��._, �t. �. , , , �.,, , .:.�.. !IIicL ��al�r .i�.uin�•��, _ �'uin�� ( )u 1 !��.�t • � aC = i��,��,, � �� i i�.��• � � ' i��„�, _ �-.- Pump off elevaUon (ft� � 94.67 1 �, ;,.• . �_ Dose tank eievation fft) ;�i. �i,:: '��.: :?,. 3" 13r�1�1in4� un�lrr tunl.: 94.00 Dimension Inches Galions Wieser Concrete Products. Inc. A 39.00 439.92 Capacity 600.00 B 2.00 22 56 Volume 11 28 gai/mch � C 4.00 45 12 D �8.00 90.22 Total 53. 19 600.00 Filter Manufacturer ;Clearflow Filter Model Number �NSSCFF324 � Alarm Manufacturer (SJE Rhombus Alarm Model Number AB Pump Manufacturer Zoeller Company Pump Model Number I g8 Pump Must Deliver 25 00 gpm at 11 .14 ft TDH Project: REGINALD R. � KIMBERLY A. PONTILLO Page 7 of 16 revised: 07-21-23 � � ��T � D JUL 2 1 2023 SAWYER COtJNTY ZONING ADMINISTRATION Dose Tank Information ��,��, „��,,,:��»��„_�.��,��. = i�,��,i�a�,�«:��,d,,:v��a�i,��,i — ci.��i.��,in�. �..v��v�ac�„o, �� ,t��ec;oo and tiPti 31G_'8\1'A�'. � ,.,_; � r �i,�d c od� .-:1-. ._._.-L!i .:1-:� � �i��i n:�q _�� .. i Dis�on�ct � a CI n utP�x ' le \Vircs fram P,leciric snurc � /-� ,��,��rol.�rJ of - �' �� cillucnthcinEJi.s.J � � ' �I� � � ticl fl>li��nal n� �-od�i rsi rim� u,,ni.� � '' �: �.—_. Forcemain diameter � Ro„s�op I,III' .,.��/� �-:�snuo7Jrq,.�� 2 ifl. nnd�c��cr . � ' .�:��•��f�,unf�n omo � tiLhi�.n�l:Ct � \ url tlpn,unU I I�umco ''I�'��<,i,i�,d.�.. '. ,��:�� a��,�ec,�.. Ilichwatcralarm �,� — ,�1�__), •"+ TPump On Iloat�''r�'�. _ 4C = PumpOIlPloat•�I , I'i r F �_Pumpoffelevation(ft) � _ 94.33 ` � � ni,w� i i .. ;; ':t:s: Dose tank elevation(ft) ,.�:•i s . r ' .. •i 13�ddineundcrlan�:::31�1 nm:.u£ . a-•« . ai i .. • .�.....'........�........................ �.„.,...,,: _ a ;S i�a.th?: � 94.00 Di nsion Inches Gallons Wieser Conerete Products,Inc. 4 . 4 482.10 Capacity 600.00 B 2.00 22.56 Volume 1128 gal/inch C .45 50.22 D 4. 45.12 T al 53.19 ` 600.00 Filter Manufacturer �Clearflow , Filter Model Number 'NSSCFF324 Aiarm Manufacturer SJE Rhombus Alarm Model Number AB Pump Manufacturer Zoeller Company Pump Model Number 98, Pump Must Deliver 25.00 gpm at 11.14 ft TDH Note:Switches containing mercury may not be used in this system. Project: REGINALD R.&KIMBERLY A.PONTILLO Page 7 of 16 GeoMat Distribution Celi Media Layout 3.25 Cell Width (ft) 2.63 Sidewall to lateral (ft) Distribution Cell Cross-section Arrangements _ _ �.Jl� _ _ . Component Legend O Distribulion Pipe GeoMat is covered with approved geotextile fabric as per the their product approvai. Distribution Cell Plan View Layout - Typical 3.25 Cell�dth -A(ft) 70.00 Cell Length -B (ft) End Connection Lateral Layout Diagram � ...... ....� .� �. �.. �� .� � � �f: yp cal Spersal e 1 _ Finished Gradc '�`+' ` `�t `r r W V' � . . . Dis�bu�on � 12 ,-42' eactf a ' � � LaS�el I.Evd Smd Co.er seeommeaded . p�� - ' � u�� ,'' . • F� ' - _� P�a �:_ -- - �. - . _ _ _ � GFA MA1' � � � � � � � 2'ASTM 33 £xi I � I , I � I � I Caa�t � _ = J l J — J " J_ — — � — — — Lnfituative Snrfsce � J _ _ _NATIVE _SOIL- - _ � � � � � � � � � .� L�s.ap,F�ccor See details on page 4 for number, size, and spacirg of laterals. Project: REGINALD R. 8 KIMBERLY A. PONTILLO Page 8 of 16 In Ground and Dosing Distribution Component Design Desiyn Workshcef r eatmen Sy; c� fi��rio� "�-� - �.,�� e.r.,a , . �.,�..ni Site Information R Residential or Commercial Design N 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(%) 99.92 Prop.System Elevation(ft) SarW 8 Native soil Contour 43.00 Depth to Limiting Factor(in) � 0.60 In-situ Soil Application Rate(gpd/ft2) 101.50 Lowest Onginal Grade Ele.In System Area(ft) 101.50 Highest Original Grade Ele.In System Area(ft) 97.92 Limiting Factor Elevation(ft) 0.08 Depth Below Grade is ribution Cell In ormation 325 Cell Width(ft) . 1 Numberof Cells �� 2.00��.Dispersal Cell Design Loading Rate(gpd/ft�) 'r--.___..__ ; � 2�,Influent Wastewater Quality(1 or 2) Distribution information � E Center or End Manifold,Dist.Box or Drop Box � 7 Number of Laterals System dosed Y 0.00 Lateral Spacing(k) 5.22 Forcemain Drainback(gal) Does the forcemain drain back? Y 0.50 Forcemain Filter Loss(ft) 2.00 Forcemain Diameter(in) 32.00 Forcemain Length(ft) 94.00 Inside Pump Tank Elevation(ft) 3.50 System Head(ft)x 1.3 6.69 Vertical Lift(ft) 0.45 Friction Loss(ft) 11.14 Total Dynamic Head(ft) Designer must enter friction loss and system demand(gpm) 50.22 Minimum Dose Volume(gal) ___.25.00!System Demand(gpm) anufacEurer Infiortnation Treatment Tank Infortnation Efftuent Filter Information � 1000.00 Septic Tank Capacity.(gal) .SEE PUMP TANK Filter Manufacturer ieser Concrete Products,Inc. ''�Manufacturer �3EE PUMP TANK ��Filter Model Number Dose Tank Information Gallons/Inch Calculator(optional� 600.00 �ose Tank Capacity(gal) Total Tank Capacity(ga�) 71.28 Dose Tank Volume(gal/in) Total Working Liquid Depth(in) Wieser Concrete Produc[s,Inc. Manufacturer gaUin(enter result in cell DoseTankVolume) Project: REGINALD R.8 KIMBERLY A.PONTILLO Page 2 of 16 In Ground Plan View � -- ��Illl c��k�I�� OOOOOOOOOOOOOOOpO000000000000DGOOV00000 0000000 . OpO0000000000000000JO000000000000000000000000G � OOOOOOOOOOOOOOOOOOOOOCO000p000000000000 0000000 . � • OOOOOOOJO00000000000000 p000000000 . OOJO0000000000000000000 0000000000 � • OOOOOOOOOOOOOJOGO000000 � {�v� OpO00J0000 � . �O�O�O�O�O�O�O�O�O�O O�O O�O�O�O�O�O�O�O�O�O O ��SW1LfS.t1� D�O�O V�O O�O O�O�p� � 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 p . Calculations I ft A 3.25 ft Basal Area Required 750 ft` K 1 ft B 70 ft Basal Area Pro osed 752.5 ft� S 0.00 ft L 72 ft . W 10.75 ft Basal Area Calculation GeoMat Dis ersal Celf Basal Area Calculation GPD Loadin Rate GPD Loadin Rate 450 0.6 gal/sq ft/day 450 2.00 gallsq tVday Totai 750 ft Total 225 ft Pro osed 227.5 ftZ Number of Cells 1 GeoMat Width 325 ft Celi Length ft Lineai Feet of GeoMat Required 69.2 Min. Cell Len th 69.2 ft Lineal Feet of GeoMat Pro osed 70 Cell S acin 0.00 ft NOTE:Min S dimension= 1' System Elevation 99.92 ft Limitin Factor 97.92 ft Se aration 2 ft 2•n.fin 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 Satis basal loadin rate and GeoMat cell loadin rate. Projed: REGINALD R.8 KIMBERLY A. PONTILLO Page 3 of 16 End Connection Lateral Layout Diagram rir;r Hde spacing is every 12", V2 hole at 4 8 8 O'clock,starting 4 O'cbck 6'from end and 8 O'Gcek Holes at 12'frwn entl. 4'PeAorated pipe may be used. '�P�� <I'i ,roMal 1 r •�aU� Lateral Spacing 0.00 ft Plpe Diameter ��in Distnbution Cell ross Section � � �� - -- ��,�e c„n� �� `� �j�Y�}i .. . r..: . .'. -. Di�mbaoan I�..� �: . , . � 1z"-az a,nn � IatedLevd O.oaft— ��OR� ! :..1 ' -T� _ 4'in --► pipc(ht� - '� ihv FInRCtlive � ._. P�a i�_ Topofgeomattobeator ��. _ _ - _ - � � GEOMAi below original grade ' � I � 1 � I t��j�3�� I i 1 , I � I � 1 � R� ia51tct6vt S�afics ` _____NATIVESOIL__y J-� 43in y � ._-----�—�-----'- C�v,Fwa ervation Pipes .,.,.++a� .d..a m.a. � � � .•.�a. i 12'Min. � � 42'Marz. �I � r.,a� n��,... � i<.�,� �'7�iss. � � �� . . 5 ""'°' -� ' ae�ur 1 __ —�� . � , �=-,��—� r . �"�`�—cg.uwRi�. �'�.w wa!'.'�. .ii•- ».....a� 99.92 Prqect: REGINALD R.8 KIMBERLY A.PONTILLO Page 4 of i6 Notes/ Maintenance Repuirements MANAGEMENT PLAN This private onsite wastewater(POWTS)has been designed,arW is to be installed and maintained in accordance with SPS 383,Wis.Admin. Code,the in-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0 SPS-1070SP (N.01/01). GeoMat in ground Compone�t manual Apnl 2019 Version. 1.This POWTS has been designed to accommodate a maximum daily flow of 45Q��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 monthly average of 30 mg/L fats,oil and grease A monthly average of 220 mg/L BODS A monthly average of 150 mg/L TSS Wastewater shall not discharge to the POWTS in quanfities or qualities that exceed these limits or that resWt in exceeding the enforcement standards and preventative acUon limits specifed in ch.NR 140Tables 1 &2 at a point of standarcls application,except as provided in DSPS 383.03(4),Wis Admin.Cotle. 2.The owner of this POWTS is responsible for system operation and maintenance. 3.Defecls or malfunctions identfied dunng maintenance descnbed above shall be repaired in confortnance with SPS383 Wis.Admin.Code, and the pertaining county Private Sewage Systems Ordinance. The user's manual,provided to the owner of Me POWTS inctudes the names and telephone numbers of the properly licensed individuals to contacl fa such repairs. 5.No product for chemical or physical restorafion or chemical or physical procedures for POWTS may be used unless approved by[he Dept of Commerce in accordance with SPS.354,Wis.Admia Code. 6.If ihe POWTS is replaced,or its�se discontinued,il shall be abandoned in accordance wiM SPS 383.33,W is.Admin.Code. NOTES Two E(Fluent 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 ihan or equal to 1I8". Filters should be cleaned once in spnng,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 installed. These pipes shall be Iocatad approximately at the end ot each cell. The plumber,or county shall see to it that a copy of these plans including this page, maintenance fdder,and maintenance agreement is given to the homeovmer. 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 rf this prob�em occurs. The homeowner is responsible for formulating a water conservation plan that will ensure ihe system is rarely ovedoaded. I.E.spread laundry out over time,not 6loads in 2 hours,while eve�ybody showers,and uses ihe toilet,ETC. CONTINGENCY PLAN FOR COMPONENT FAILURE 0. Septic Tank.Any structural failure resulting in cracks or leaks in the tank must be covected by replacement of the septic tank wmponent. Leaks io the joints between manhole risers or covers shalt be repaired by replacing faulty seals with appmved materials to make jants water- tight. B.Outlet Filter.The outlet fitter shall be replaced or repaired when it is either no longer capable of preventing the discharge oi paAicles la�ger 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 rf any structural failure is found.Leaks in join[s between manhole nsers or wvers shall be repaired by replacing faulty seals with approved matenals to make joints water-tight.The pump and controls shall be 2placed when they are no longer capable of tuncfioning according to the design plan. D.Pressure Distribution Piping.Partial clogging of the distribution network may result in urWuly long dosing cycles.The ends of the distribuUon laterals may be e�Wosed and the threaded end caps removed.The piping can be disconnected on the oWet end of the p�mp. The distribution piping may Ihen be back Flushed to cleanse any accumulated matter from the piping.It is iecommended that the dosing chamber then be pumped by a licensed plumber. E.Sal Absorption Cell.The discharge of sewage or wastewater to the ground surface is stric[ty prohibited due to ihe human heatih hazard created by the effluent.All failures created by surface discharge shall immediately be reported to the appropriate county.The pump shall �hen 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 temporery holding tank until the necessary repairs to the soil absorption cell can be achieved.The replacement shall be ini[iated only after any necessary plan approvals have been obtained from the appropriate pian review authority and the required sanitary permit is obfained from Me counry. Project: REGINALD R. & KIMBERLY A. PONTILLO Page 5 of 16 Piot Plan �ge � � �t , f � PROPERTY OWNER: ��`'^f TJ-i1L�i �'. " .''.ir:��'�r�� - �o�J"flLLC 1" _= 40 FT. (except where noted) �'-, 1 r� Lv�� backhoe pit LegalDescripYion: i �rr f� n�l �t'fy!al i�2l�; r .-4�� '. N -/ � -_ �] __ rnr -Eik `� '.= "y�n�, Rcgw �r��, � cF +�vw:�.�u sr.wv��: 7.�C t1��.� '3Ut�1'y�� lv'� ,a��hi, �� " �+i -!=_Y;0� ' = i f^�V l�hLY�K liRiV� �� North IOL•`_`L`� / �� I� �� 0�� , i�,1 �. i : \ �E`� ' � � � �\ $�IJ. _ ' _ �oi J � � p r.5� � ' — i � i � — r � .r � --—� : ��, r Jr) �I �'P — � � . � __— �'Y N`;� i , �.�\�_— ,// �C tJ ''I �� I B � , . t � � I:i.c�, � /y�� ^.` >�, k1�E��e �e.<� 00 �`/x'�F G^'C�cu 7�n; ;�� 'G'tIA+Y £ n y,�S_'.i. 4o ��LT� � �, ��GJ 3 � : ? ��''• � .� - PR ��s�� $7,�CLD � , WELL ,�� I�- 8�1- �m-n�M � �n� µ; {,.c� c�<G�kIG ��EL 4` , r s 00 ''� J P :_ , ,.r� -C iea�C�rsc.ceD� t' '` — � , _ o � ' � ^' •s J I 4- � � � . � I � �ite location: � � — � . '� � 4 3; i 1 a� i . � I � .— �r; � _( n i ��NEW SEPTIC Address: N6643 Blue Lagoon Lane s o t u 1 I 0 N s City, State, Zip:Gsco, Wi 54250 Tele p ho ne: 608-333-3610 C L EA R F LO W Email: info@newseptiuystems.com F I LTE R website: www.newsepticsolutions.com INSTALLLATION AND SERVICE INSTRUCTIONS �� _ L� _ _ �� MODEL NO. NSSCFF324 �'�� fILTRATION 1/16" (.062"diameter holes) �� FLOW RATE 83.8 gallons per minute @ 1psi. � TDH Increase the total dynamic head loss by .OS feet of head to overcome friction loss from the fiker _ ___--0 INSTALLATION The NSSCFf324 ClearFlow is made to frt on the discharge port of any pump with a 2-inch NPT discharge. The filter can be adapted to frt pumps with a smaller � —� diameter discharge. Install the fiker in a position where it will be easy to service. ��`"�j� � - ..( • Place a 2-inch Schedule 40 PVC male adapter(MIVT x socket)on the end of fiRer. �: _ • Measure the amount of Schedule 40 PVC (tail sedion)needed between the fiker t. _y' and pump. Cut the pipe to the desired length and insert into the pump&fifter. � , � ��*'`� • The fiker housing has a 2-inch Camlock coupiing connedion to the force main. � r � �� DO NOT REMOVE FILTER IF WATER LEVEL IS ABOVE FILTER CANISTER � � The length of time required between service intervals is unique to every application. � As such, we recommend the filter be checked within 12 months of instailation to determine future service intervals. Systems with known or suspeded high volume n�No 1 r�ar NUMeeu usage should be checked six months after installation. � F+�e��r DO NOT USE PLUMBING WHILE FILTER IS REMOVED z_ 1COR11OCh CLEANING THE SCREEN 00 NOT ALLOW SOUDS TO FALL INTO FILTER CASE 3 -�wte�Cap � 'tage Gaskal • Unscrew the 4-inch cap and remove the screen from the filter housing. s ;xree�rne, Taking proper protection, dean the screen using a hose with a spray connedion. - - • After cleaning, insped the screen for damage or corrosion. (Replace if necessary.) • Place the screen back into the fiker housing and screw the cap back on, taking care (3` not to cross the threads. ��; � - lUALfTY The filter housing, cap and coupling are made of heavy-duty ABS injection molded I. plastic. Injection molding insures the first part made and the ten thousandth part ' � are virtually the same, insuring consistently high quality in every part. The stainless steel screen is made of 316L ((L stands for Low- meaning low carbon) 316L stainless contains molybdenum,an alloy which increases strength& hardness ;2 , and enhances resistance in areas high in sah air and chloride,giving k the nickname 'marine grade' stainless steel. I irenn No. sw-F��NomelFae Nome1 � — --- _ � I scteen �—. ._.,_ _ _._-.__.__.. . 2 Fbnge 3 i Wiehandle ------ �— Large F�onge __ . .. lC .rT1 I / ., _...__. _ _ ___. _. _ z— ,.>,-__._ , — --- __.__ �.---- - - : -- .. .'Iy �.-�:i��•� HEAD CAPACITY CURV[ � � I q NooEi '96 4 5/8 ao e � n - __ 3 5/e � 6 p � I j + + � �_, —i � I 'i /t ' �; . � 3 }�lti � i0... �� -`__� � 9 `` l ! j 1 1/2-11 1/2 NPt ° w so w w eo s. uuar, �o m � w rt7s o � �w sao F� fl PER WNUfE . YpDEI 98 6� CYCLE (K{ CdIpK WIM LlINS a n �� 1�s ro c� 1� ]s� 9 �5 �.f �A �Z pp � i� A � �e WYc SS I � pp�pt 4 3/16 � _L u�w � COiVS:iLT �r:CTORY �C� SP�CtAL ;�aPPLICATlC�� ElecUical altematas, for duplen sYstems. are avaUable and • Variable Ievei floa¢swit�hes are availeble for contra�ing single suppiiad wrth an alarrm. and tl�ree Phase syuems. �� x y�. �� • pp�y1� piyyyback variaWe le�el Ibat switches are availaWe ��. for variable level bng cyde�ntrds. o=.L"-C-i IOit GUIDc � 1. 4YB9lel AoBI operale0 2 D�rtMd�eniW 9Mi1M.no ertlarna:�fslWdlapwe0. Standard ail models -Weiahi 39 !bs. - '/-_ H.P. 2 sirqrpqpybadcva�deb�dnoecs�chorda�tevp�dC•rMhle�1• w s+ri.s cae�a a.rcron saw�.+�o r-�asn. ModN VoMs�h Yob 3 M�aJo�aYemelrn 10-0072 or 7(F0075. ►e79 1 ts t A�o a� �or�a 7 — �. see FtAo71z,ar�niY nnad d Erw:�l arnNor. 1 caito�sw�id� to-o�s w.e.+n owrd.aw�or.w�r awr=1al rn(d) t288 175 1 Nm 9.1 2ar286 3or185 �y� DBB 230 1 Mb 1.7 1 or t 8 7 — fi Fw(1)l�Ms.tiPa�S►/rm^�fw wr�qhl mmeeion at wuad�a� � �3p 1 NOn 4.7 2or266 Jor085 sirtpeaaAw�uoVer+�bt1a00[Q 7. Taw(2)hde 1Pek.for walar4phi amnecdm or splCe. :..��TIo;! rM6�aW�m+�tia�mirpaisX�b�Oap��y�pV�p'�yyy�, NIinSL�IWtionciconlrals.Aroro:tiondarieesana�.tidng:uoulLbeJoneY7a�unllficE �n:��.��.pp�g�g�Rp�; Gn�uMsl�c:riciart.�11:1ectricalrnticakrycodesahoWribcldluneAlnduUln9�mosl ��s��a�y��,pp»_ rscen:��olfonal Eleclric Cotle I�EC)anc t1u Dccupalbnal5atery aod HeaiW:ln(OSHAi. . �_ � . . . :'U ..1.�'66ist��`�_-.. ��..,-. ., For inu.gual conditions a reserve safety fador is erx,�i�ee►ed into Ute design of every Zoeller pump. _"'_______—_— IN/.N P.O.BWf 163i7 . l��m�+� w�r�a.. �� LJ� �ioraw e�r+�ami-�i�f Q.,�.rrPa.saS.� .� ' PUMP !O_ '� �'�';�"r +�:o�.�.�.a�� -- — --- . . _ � ._ � . A-t�7n. •:�.:.r A��- �. .- ��'��`�� PRIVATE ONSITE WASTE TREATMENT county � �,,'�SPS ;_'; SYSTEMS �`a� �_��, ( POWTS) S awyer �y"�r `�s? INSPECTION REPORT Sanitary Permit No: �,,,<,��: Safety and Buildings Division (ATTACH TO PERMIT) GENERAL INFORMATION �2 �. l �7 Personal infonnation you provide may be used for secondary purposes[Privacy Law,s. 15.04(I)(m)] '� �� Permit Holder's Name: ❑City ❑ Viilage (�Town of: State Plan Transaction ID#: M'o,, r� a �.�rat� r"" Insp BM Elev: BM Description: Parcel Tax No: �O��O� f3o��'t� d�'"��OY' �� 2�. /�Iav�1 d�O —�Y�--� ��- �{�O� TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV Septic w;',� _ (00�0 Benchmark �o��,o� Dosin9 •-cAn„ o �a� Aeration Bldg. Sewer Q(� ,-7' Holding St/Ht Inlet �6 � � TANK SETBACK INFORMATION St/Ht Outlet -- TANK TO P/L WELL BLDG vENrro ROAD Dt Inlet AIR INTAKE Septic �,j� �� a' }.lp' NA DtBottom q�,�-' Dosing �' •� �, �, NA Installation � Contour (ai,3 Aeration NA Header/Man. Holding Dist. Pipe PUMP/SIPHON INFORMATION Infiltrative Surface �Q.�pa.� Manufacturer Demand Final Grade Model Number `�'g GPM C 3 (oo.q2� TDH Lift Friction Loss Sys Head TDH Ft Forcemain L ��' Dia " Dist.To Well DISPERSAL CELL INFORMATION DIMENSIONS W p7 ` L -7 � #of Cells Type of System Distribution Media Manufacturer: Conv ❑ Aggregate �- SETBACK OHWM of Nav � CaQoV�(4 INFORMATION P/L Bldg Well Waters � IGP ❑ Chamber Model Number: ❑ AG ❑ EZFIow CELL TO �I-SD �� v n/ ❑ Mound �Q 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 0 Yes ❑No � SOIL COVER Depth Over Depth Over � D� epth of Seeded/Sodded Mulched � Cell Center �ell Edges i Topsoil ❑Yes ❑ No l ❑Yes 0 No COMMENTS: (Include code discrepancies, persons present, etc.) � ��1� �b/�b ��3 i -� —� Plan revision required?❑Yes❑ No I�3 �� 2Y � / � /'� � �� it� ____� C� Use other side for additional information Date POWTS Inspector's Signature Certification Number SBD-6710(R.3/01) AOOITIONAL C�MMENTS ANO SKETCH SANITAAY PFRMIT NIJMBEA e�-3-- I �p � •. „�� s�.��. �,�,,...�-�11 ti�� ` , w c/, �_� / �� I � , . . � . . . _ . . , . ,. . ._.. . . ....» . . ... 'f1 4�r � � ' ' ry voo�D 5 ��P�k U�,�w�a � �r ..� , i�S�Q• '1 �d' .*�v r ` \ �, .O � �� 3� � ,�� I P� � � � .�Qbs� ( P �� U� I � _ .-I „� �� r � . �--- �,�,� � �6� °�� grei r„�— �