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Home My WebLink About026-939-27-5426-SAN-2022-248 � _ �` ° Department of Safety c°°"ry � � - & Professional Services, s�`�`� � r � a , Sanitary Permit Number(to be filled in by Co. �, �_ , Industry Services Division � 3 � a 3 S � :,z � . � Sanitary Permit Application �Q`��``��.`��`�°``°"Nai1ne'ei^ p.Q � ln accordance with SPS 38321(2),Wis.Adm.Code,submission of this form to the appropriate govemmentai unit T^1� — �$i�.�V' t U�� is required prior to obtaining a sanitary permit Notc:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing addr thc Department of Safety and Professional Services.Personal inYormation you provide may be used for secondary purposes in accordance with the Privacy Law.s. 15.04(()(m),Stats. �?�� q�� ,,,q� 1,h L Application [nfor�nation—Please Print All Information J Property Owner's Name Parcel# Sy�� .� ,� - �: l� 0��-534- a� -�- (4 PloSyas� Property Owners Mailing Address Property Location p X 3 G��t.L�t City,State Zip Code Phone Number S C�.v G- C � M 1� J�rj �j�] � - �/a, '/a, Scction cy 7 [L Type of Building(check all that apply) Lot# y- T 3�l N R �'7 �or �l or 2 f�amily Dwelling-Number ofi3edrooms d � C}��p�o�� Subdivision Name Block# ❑Public/Commercial-Describe Use ❑City of _ ❑Sta[e Owned-Describe Use CSM Number ❑Village of CSr� � 75� �To"�„or� Sard L� kc v .y . I(,g lIL Type of POWTS Permit:(Check either"New"or"ReplacemenY'and other applicable on line A. Check one box on line B.Complete line C i a licable. A. ❑ New System �Keplacement System ❑ Other Modification to Existing System(cxplain) ❑ Additional Yretreatrnent Unit(explain) B. ❑ Holding Tank ❑ In-Ground ❑ At-Grade �Mound ❑ Individual Site Design ❑ Other Type(explain) (conventional) G�o�`^o-k ��• ❑ Renewal Before ❑ Revision ❑ Change of Plumber ist Previous Permit Number and Date Issued ❑Transfer to New Owner Expira[ion �� — �q(� � 9 I(S �Op IV.Dispersal/Treatment Area and Tank Information: Design Flow(gpd) Design Soil Application Rate(gpd/st) Dispersal Area Reyuired(s� Dispersal Area Proposed(st) System Elevation 3c�o a. o l5� , Qs 9c. ., 7 c� ri � i�,, Capacity in Total #of Manufacturer Tank Information Gallons Gallons Units � � o � � New Tanks Existing Tanks 'F o v � Y � c"'a c`"e a U vi � v� w C7 G, Septic or Holding Tank �,_,� OUO O � W :�S�r' o•�..c.�t� Dosing Chamber CO �y 7SO 1 � '�g t�- �'�Cn.(� J V.Responsibility Statement- 1,the undersigned,assume responsibility for installation of the POW7'S shown on the attached plans. Plumbers Name(Print) Plumbers Signature MP/MPRS Number Business Phone Number �.al 5r � �`� ��c.G S 8 7i�- SS S-(0�17 Plumber's Address(Str ek City,State,7.ip Code) g a O 5 N 5t �c (�a ad c�7 �� .,.s a.ro1, l,`' I Sv 8 N 3 VL Coun /Department Use Only � p �� ❑Disapproved �'��t Fec Da[e Issued Issuing Agent Signature A� . ❑Owner Given Reason for Denial $ "(�� a ( 'a I�� Conditions of Approval/Reasons for Disapproval � � �� 1�� ' i�a�e_._ �1 1 a�� ; ,� �� ' �� . a (; ', � l chk��_.?�O�a_ _ �� Z� z022 �_'"1 C J 1 � � -- � I "f R��f��.Z,t�sl WU r�d �33(o SAWYER COL!N rY �"� zOlV1NG ADMINlSTRqT Attach to complete plans tor the syste��su�t to the County only oo paper not less than S�2 x l��ches�iM�� I�� (��I�l .r�-,-•r sg�-639a(R.o3i22) �� NO REFJNDS AFTER � \ IS.SUE OF PE�MtT ��\1'I+ Wisconsin Department of Safety and Professional Services � r, �; Phone:608-266-2112 DivisionoflndustryServices ;�,\ '';` Web:littp_dsns.��i,�� 4822 Madison Yards Way �'j ` �� _ Emait,i;,�,�i��i,�.�,n�in��c PO Box 7302 "� � ' ` Madison,w�53707 `,�,;i � _ � Tony Evers,Governor '�,, �_. �,�'�\ Dan Hereth,Secretary ��.��:.�. August 23, 2022 ='PROVED JEPi "Y AND PROPESSIONAL CONDITIONAL APPROVAL zvicEs �� cTov gER1�!CFS PLAN APPROVAL EXPIRES: 2024-8-23 4�'° �� Plan Review: PWTS-082201981-C Ron Spreckels Jr 9205N State Road 27 Hayward,WI SITE: Steve Friendshuh 5311N Hungry Lake Lane Sawyer County Town of Sand Lake S27 T39 R9W FOR: Description: GeoMat Mound Component Manual—Edition 2 Bedroom GeoMat Mound—300 GPD— 1, 2017 � Replacement - 22" to limiting factor — Pressure Distribution Component Manual—Ver. Effluent Filter-Maintenance required 2.1 (May 2022-2027) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes.The submittal has been CONDITIONALLY APPROVED.This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above.The owner, as defined in chapter 101.01(10),Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • If using the existing septic tank,it must be inspected for watertightness and structural soundness,size and baffles,and must be brought into conformance with the requirements of ch.SPS 383,Wis.Adm.Code. • The mound site shall be properly prepared prior to plowing.Any grasses longer than 6"shall be cut short and removed.To avoid matting,any leaves or loose organic matter shall be raked up and removed.Cut trees and shrubs flush to the ground and leave stumps.Avoid operating equipment on the mound site. If necessary,use only tracked equipment,during dry conditions,with minimal passes,to avoid compaction. • 12"of sand shall be installed between the contour and the bottom of the GeoMat product. • Orifice Shields are required. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec.145.19,Wis.Stats. • Inspection of the private sewage system installation is required.Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec.145.20(2)(d),Wis.Stats. • A state approved effluent filter is required.Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • A copv of the approved plans specifications and this letter shall be on-site durin�construction and open to inspection bv authorized representatives of the Department which mav include local inspectors. Owner Responsibilities • The current owner,and each subsequent owner,shall receive a copy of this letter.Owners shall also receive a copy of the appropriate operation and maintenance manual(s)and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s.SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency pian as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes.Reports shail be submitted at intervals appropriate forthe component(s)utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review shall relieve the designer of the responsibility for designing a safe building,structure,or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation,operation or maintenance of the POWTS. Sincerely, ,J�d��/?o�ul�y Joshua Rowley POWTS Plan Reviewer,Division of Industry Services (715)813-9111 GeoMat MOUND ANQ PRESSURE DISTRIBUTIpN COMPONENT DESIGN INDEX AND TITLE PAGE Owner Info Project Name: Friendshuh - Hungry Lake Ln Owner's Name: Steven Friendshuh Owner's Address: PO Box 432 Savage,MN 55378 �C,�� .,�,.�...�-'"�'.'"'i� Property lnfo Property Address: 5311 N Hungry Lake Ln Legal Description: S 27 T 39 N R 9 W_ Township Sand Lake County: Saw�er_ _ _ _,__ Subdivision Name: Lot Number 2 Block Number CSM#: 757 Parcel I.D. Number: 026-939-27 5426 (plus easement on Lot 1, 026-939-27 5425) Plan Transaction No.: Index Pages .._, Page 1 Index and title Page 9 Tank cross sections Page 2 Data entry Page 10 Site Diagram Page 3 GeoMat mound drawings _ _ _ _----- Page 4 Lateral and dose tank , Page 5 Distnbu6on media Page 6 System maintenance specifications --__.-- ----- Page 7 Management and contfngency plan Page 8 Pump curve and specifications Ronald Spreckels,Jr License Number 226688 _ __ _-- --------- Date: 08/12/22 Phone Number: 715558-6472 Signature: Designer mp: State of Wisconsin Approval Stamp: Desyned Pursuant to the Synergy Systems L.LC,GeoMat Mound Component Manual(Edition 1,2017),(N.M17), SSWMP Publication 9.6 Design of Prossure Diatribuiion Nerirorks for ST-SAS(01/81)and Pressure DisVibution Component Manual Ver.2.0 SBD-10706-P(N.01/01, R. 10/12) GeoMat Mound Edition 1, 2017 Page 1 of 10 Mouml and Pressure Distribution Component Design .. .. -� 'Norksheet Site Mformation �- R ResWential or Commercial Desig❑ ', _ N � ISD Required? 200.00 Estimated Wastewater Flow(gpd) 1.50 Peaking Factor(e.g. 1.5= 150°h) � 300A0 Design Flow(gpd) ' �0.�� Sd0$�OpE(%) 96.00 Installation Contour Line Elevalion(fl) �� 22.00 Depth to Lfmdmg Fador(in) '� 0.80 In-situ Soil Apptication Rate(gpolft) �, 65.00 Gontour Length Available(ft) Distribution Cell information � 6.50 Cell Width(ft)325. >5 0 �'.7=Qnly 03,�.00i Desgner Input Cell Length(ft) ' 2.00 Dispersal Cell Design loading Rate(gpd/ft�) 30.00 Dispersal Cell Length Required(ft) 2 Influent Wastewater Quality(1 or 2) Pressure Distribution Information � E' Center or End Manifold Are the laferals the hghest�nt __ _ 2 Number of Laterais in the distnbution j Y � 325 Lateral Spacing(fl) network7 5.06 Forcemain Drainback(gal) If N above,enter tlie elevation ft 0.60 Forcemain Filter Loss(8) of the hghest point �_ 2.00 Forcemain Diameter pn) J1.00 Forcemain Length(ft) Dces the forcemain drain back7L___ V_-� 89.00 Inslde Pump Tank Elevation(ft) 0.188 Onfice Diameter(in)(e.g. 025) 2.00 Estimated Onfice Spacing(ft)= 6.50 fl/onfice 325 System Head(R)x 1.3 725 VeAical Lift(R) 027 Fnction Loss(fl) 1127 Total Dynamic Head(ft) 17.84 5x Void Volume(gal) 22.90 Mirnmum Dose Volume(gaq 19 66 System Demand(gpm) Diameter Selection Lateral Diameter Selection Man'rfold Diameter SelecUon in dia. o tions choice in.dia. o �ons choice -- __._--.. 0.75 I 1 1.25 a '� _ x .� 1.00 ! � 1.50 - -- 125 x ! x 2.00 1 50 x 3 00 2 00 x _i 3.00 x ' anu cturer rit� on Treatment Tank Informatlon Effluent Filter Informadon __ _ ��__2000 00 Septic Tank Capacity(gaq Polylok Inc.2abel �.Filter Manufacturer --- - !Wieser Concre�e Products Inc Manufacturer 3014-52S1n6-10A00 GPD 'Filter Model NumDer Dose 7ank Infortnation Gailorullnch Calculator:':p��onai) 750.36 Dose Tank Capacity(gap I 750.36� Total Tank Capaciry(gap 2028 Dose Tank Volume aVn) I 3�00! Total Wodcing Liqu�d Depth(in) Wieser Concrete Produds Inc. Manufacturer 20 28 qaVn(enter resuR in cell DoseTankVolume) Project Fnendshuh-Hungry Lake Ln Page 2 of 10 Mound Plan View - -1 0 � ��1��B ObservationPlpe 3 _ I r—T • K � e A W � ' � 6 — ❑ i 3 � -t- 1 L Mound omponent mensions A 6.50 ft E 9 80 in H 1 00 ft K 8 04 ft B 30.00 ft F 14 25 in I 10.73 ft L 46 08 ft D 2 00 in G 0 50 R J 4 28 ft W 21.51 ft 195.00 (ftZ) Dispersal Cell Area 516.96 (ftZ) Basal Area Available 10.00 (gpd/ft) Lmear Loading Rate 3.00 (ft) 1/10 B Obs. Pipe Placement Mound ross Section View GeoMat Dispersal Area Observation Pipe 12"ASTM C 33 sand as GeoMat required for Geo Mat Dist�i6ution Cell tomponent 5 GeoMat+ 12"ASTM G33 sand :i �-�1^��7 ��,, i,. 98.35 FinishGrade _ �� Cover Material r 9725 LaterellnvertElevation � I��'. f' 96.17 DispersalCell �/ � � • �i;,.�:. Slope 10.0 Elevation � ' ' �� Contour E�evation 96.00 ..� 4 ��`�� Tilled Area Forcemain � In situ soil � In situ soil Sha" ng Key � � Topsoil Cap Z �� S�bsoil Cap 3 L� ASTM C 33 sand (F) J G� ASTM C 33 sand (D) S G� Tilled Layer G r.�.—] Geo Mat See details on page 4 for number,size,and spacing af laterals. Project Friendshuh - Hungry Lake Ln Page 3 of 10 End Gonnectlon Lateral Layout Diagram ��= urn�pw va orckanoutplug � Ist orifice locaud at Z Z . All orifkes point down _ _ __ X _ ___ ._'_. '_ P — latenls&(orce main of WC Sch 40 oer SPS Tabk .30-51 Number of Laterals 2 Orfice Diameter 0.188 in Lateral Diameter 125 in Orifice Spacing(X) 2.00 ft Laterel length(P) 29.00 k Orfices per Lateral 15 Lateral End(Z) �.00 ft Orifice Densiry 6S0 (tZ/orifice Laterel Spaciag(S) 325 ft ManifoW Length 325 ft Lateral Flow Rate 9.83 gpm Manifoltl Diamater 725 in � System Flow Rate 19.88 gpm Forcemain Vebciry 2.01 ft/sec ose ank Information I.ockin�cover wi�h unminy IaMI. - kakin6�vice and u'otn lighi seal � � 9^VrnieJCuva . ' Lle.vicol bo. asperNf:fi00 '-- - :�M SIK 316 28\\'c � .11-�� :L�rm��_dc�ae .. :21k—.�11�_—..lid� �i.i .u.�- _ �I� _�is�omicc� / "Ckan om Pipc J� �I � _ Oqiowt MI��l,�e Wircsf'mnLleciri�sou'cc . � �ocaWrol af _.__..—__.. _—_.._.__—. _ - �mw..x n�; a«ee - --� �op�lm+i �kr Farcam�d'ameMr a'i��mi � rxtu�_-� ,7II1'� 1 -=.._ _'-� 2 in. Roax zmP —�1 — �' �-nSTM Jo riA wI adu��lef i{ J\ w�Nl'mnu mumJ A. ti6h1ypsAc1 � N��..� Fumco Sim/TechFker � J ��"�"�' � STF l00 1/16 Blligh wmnalarmy' 3i I ('umP(M F'lae�� ` s .� � ci � PumPdfelevalbnQl) � Pump00'I'loal��1PumP H� 90.00 � �—� ' ' n�.,.� � � Doae tenk deva6on(lp �� — 89.00 "_Ucddin¢under lao , Dimension Inches Gallons Wieser Concrete Producls, Inc. A 21.87 44354 Ca a � 7W.36 B 2.00 40.58 Volume 20.28 gaVinch C 7.13 22.90 D 72.00' 243.38 Tofal � 37.00 750.36 Filter Manufacturer Sim/Tech Filter __ _._ ___.. � Filter Model Number STF 100 1/16 Alarm Manofacturer -SJE R�ombus_� Alarm Model Number�Tank Alert AB ._-____..— ._ ._ Pump Manufaclurer �.Liberty Pumps � ._ _ ... ___..._.____ .__ _� Pump Model Number . _ 253. Pump Must Deliver 19.68 gpm at 1127 ft TDH No[e S�,vitches containmg m2rco:y m2y nnt bc useC in this;ystem Prqect: Friandshuh-Hungry Lake Ln Page 4 oi 10 GeoMat Distribution Cell Medfa Layout 6.50 Cell Wid[f�(ft) 1.63 Sidewall to Lateral(ft) Distribution Cell Crossaection Arranpemenis _ _ . ._._---a--_--------- _ __--�'_-, --- ompone egend _ � DistribWion Pipe Wrth Pressure Lateral L..J Orifice Shield � Tumup Encbsure ----- Prassure Lateral GeoMat is covered with approved geotextile fabric as per the their protlucf approval. Dlstribution Cell Plan Vfew Layout-Typlcal 6.50 Call YY�dtli-A(R) 30.00 CeN LengM-B(ftl Entl Connectlon Lela/al Layouf Diayram p.,� � �. �... ��.. �.� � � �.� � � ..� �.� .� � � �.� r� .� �.. � .� � � �� . �� . .�� yp C8 pBBe�Ci@O SariC Fill Recammendetl DiRribution lateral � ,�Orifice Shield Pipe Dia �-�� . ApprrneA Infiltrative Fabric , . ._.__ .--- � I'L�'.... � '-"' ° 4 � .' . . . GeoMat � —_ -jI.ASiTt31.1m4 Compo�nt o ":� Harm�.iiartacus�e�... Infikrative Surtace/Plow tayer � L�mtraFamt — —� Observatlon Wpes Shading Key �wah.rrM� � � � Topsoil Cap T��F�^e^ ' .�( ''""'" ��. r Z Q Subsoit Cap I pe�„ 3 �J ASTM C 33 sand (F) . �^*• 1 � ASTM C 33 sand (D) ��M;, � � ��:�,n,� � :f r i M�� 5 C� Tiiled Layer � �, 6 0 Geo Mat -��-- -- _.�_ . _,_ �ia^r.w u.xe_ j�A1F�Q.0�T�IlAA� ' - _ �� YhSI?IC-llaed�deCa�, ��'''I . � +� L._=--�-____. .. .— Sea deteila on vefle�far riumber.a¢e.antl sP��B ot laterals. Project: Friendshuh-Hurgry lake Ln Page 5 of 10 Mou�d System Maintenance and Operation Specifications --- . _----- — -- . POWTSRegulatorsNameSanae�rCounkeSPIA-Zomn Administration Phone'715558-8472 ' �- P- - �_ tY 9 -- i �(7�s34_8298 Svstem Flow and Load Parameten Design Flow-Peak 300 gpd Manimum Influent PartiGe Size 7/8 in EstimatedFlow-Average 200 gpd MaximumBOD5 30 mg/L Septic Tank Capacity 2000 gal Maximum TSS 30 mg/L Soil Absorption Component Size 195 ft� Maximum FOG 10 mglL Type of Wastewater pomestic Ma�dmum Fecal Colrfortn 10E4 cfu/100 mL SCrviCO F(@�UB�CY Septic and Pump Tank Ins ect and/or service once eve 3 ears Etfluent Fitter Ins ect and clean as necessa at ieast once eve 3 rs Pump and Controls Test once eve 3 ears Alarm Should test eriodicall Pressure System Laterels shouid be flushed and ressure tested eve 3 rs Mound Inspect for ponding and seepage.once every 3 years _ �.�, .� . . _. _ _.. _ . I Miscallaneous Construction and Materlals Standards 1. Observation pipes are slotted antl materials conform to 7able SPS 384.30-1, liave a watertght cap and are secured i�as shown in the Synergy Systems GeoMat Mound Component Manual Version 1.2017. 2. Dispersai cell media conforms to GeoMat products approved for use with the Synergy Systems GeoMat Mound Component Manual Version t, 2017. Media is covered wAh an approved geote�Rile fabric. 3. All graviiy and pressure piping materials wnform to the requirements in SPS 384,Wis.Adm- Code. 4. Tillage of the basal area is accomplished with a mold board or chisel pbw. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Tum-up Detail 6-8"oiamerer : �� F�n�shed � �readed Cleanout Lawn Sprinkier Grade Plug or Bali Valve Boz � '�. .Lateral Ends at last Orfice W here l . � Long Sweep 90 or Two �45 Degree Bends Same �� ' � ' . DiameterasLateral � . ��. ;- _-�,�� , ~Distribu[ion Lateral` � Lateral qeanout � 2.5 Feet Project: Friendshuh-Hungry Lake Ln Page 6 of 10 Mound System Management Plan Purauarrt to SPS 383.54,Wis.Adm. Code Ge�eral This system shail be operated in acwrdance with SPS 382-84 W�s_Adm.Code,and shall maiMained in accordance with i[s'component menuals[Synergy Systems LL.C.,Geomat Mound Component Manual version 1,2017,Pressure Dishibution Component Manual Ver.2.0 S80.10706-P(N.01/Ot)and SSWMP Publication 9.6(01/81)J and local or state niles pertaining to system maintenance and maintenanee reporting Septic and pump tank abandonment shall be in accordance wdh SPS 383.33,Wis.Adm.Code when the tanks are no longer used as POWTS components Septic or pump tank manhoie risers,across rixrs ami covers should DE inspeIXed for water tyhtness and aoundness. Access openings usetl fur service and assessment shall be seabd wateRgM upon the wmpletion of service- Any opemng tleemed unsourM,defective,or subject to failuB must be replaced. Exposetl access openirgs gBater Man&inches in diameter shall be securatl by an eReclive locking device to prevent accidental or unauthorized eMry into a tank or component. SeoUc Tank The septic tank shall be maintained by an i�Wividual certified to service septic tanks u�er s.281.48,Stats. The coMenis of the septic tank s�all be disposed of in accordance with NR 113,W�.Adm.Code. The operatlng condRion of the septic tank arM oullet fiker shall be asussed at least once every 3 years by inspection. The outlet filter shall be Geaned as necessary to ensure proper operatbn. The filter wrtriOge should not be removed unless provisions are made to retain solWs in the tank that may sbugh o8 the fitter when removed from Rs encbsure. if the filter is equipped with an alartn,the filter shali be serviced rfthe alartn is activaled continuousty. Intertnittent fiker alarms may i`xlicete surge flows or an impending continuous alartn The septic tank shall have its contents removed when the volume of sludge and scum m the tank exceeds t/3 the IquW volume of the tank. If the tontents of the tank are not removed at the fime of a triennial asses5ment,maiMenance personnel shail advise the owner as lo when the nwct service noetls to be performed to maintain less Man mazimum scum and sludge accumuletion ia the[ank The aAdihon of biologlwl or chemiwl addiUves to enhance septic tank performance is generally not requ�red. However,'rf sueh pralucts are used they shall be approved for septic tank use by the Wisconsin�epartrnent of Commarce. Pumo Tank 7he Aosing(pump)tank shall be inspactetl at least once every 3 years. All switches,alarms,arW pumps shall be tested to verily proper operation. If an effluenl filter is installed wRhin the tank R shall be inspected an0 serviced as necessary. If the force main has a weep hole,d Shoultl be notetl rf it is functional tlunng pump operation,and N not,K should be Geaned. '•"'No one shou/d evei enter a septic or dose tenk slnce dangerous gases may 6e prasent that rnuW eause daaM.""' Mound and Pressure DistribWon Svstem No trees or shrubs should be pWnted on the mountl. Plantings may be made around the mound's penmeter,and the mound shall be seeded and mWched as necessary to prevent erosion and to provide some protection from frost penetration. Tra%c(other than for vegetafive maintenance)on the mound is not recommended since soil compadioa may hinder aeration of the infikrative surface within the mound and snow compadan in tha winter will promote host penet2lion. Cokl weather in5tallations(Odober-February)dictate that the mound be heavily mulched as protedion 1rom freezing. InNuent qualiry into the mound system may not exceed 220 mg�L BOD„ 150 mglL TSS.and 30 mgll FOG for septic tank effluent or 30 mg/L BODS,30 mglL TSS,10 mg/L FOG,and 10'cfu/100 mL for highy treated eNluent. Influant flow may not exceed manmum design Bow specified in the permd for this installation. The pressure d�stnbutbn system is provided with a Oushirg point at the end of each lateral,aM it is recommerWed Mat each lateral he flushed of accumulated solids at least once every 3 years. When a pressure test is peAormed'R should be compared to tha indial test when the system was installed to determi�A orifice dogging has occurtetl and ff orfice cleaning is required to maintain equal distribution within [he dispersA�cell. Observation pipes wiMin tha Oispersel oell shall be chacked To�effluent ponding. Pontlfrg levals shall be reportetl to the owner,anO any levels above 4 inc0ea coosWered as en imperWifg hydraulic failure requinrg aCtlitional,more frequeM monRoring. CoMinaencv Plan If the septic tank or any of tts components become defective the tank or component shall be repaired or replacetl to keep the system in proper operating condRion If the dosing tank,pump,pump controls,alartn or related wiring becomes defective the tlefective component(s)shall De immediately repaired or repleced with a component of the same or equal perfortnance. If the mound component tails to accept wastewater or begins to discharge wastewaffir ro the ground surface,d vnll be repalretl or 2placed in its'present bcation by increasifg basal area it toe leakage occurs or by removing bidogirally cbgged absorption and disparnal media,and related pipirg,and replacing said components as deemed necessary lo bring the system into proper operatirg condition. See Page 6 af this plan for the name and telephone number of your bcal POWTS regulator and service provider. Project: Friendshuh - Hungry Lake Ln Page 7 of 10 �� 8 ,F IU I�ber"iy Pumps� V �` • . . . 1 - . • - � ' • LITERS PER MINUTE 0 20 40 60 80 100 120 140 160 tB0 25 _ �-- _ -- 7 —�_ 20 6 _ _...__ .. .._.___.. ._. .__... I _. _ . . _._ 5 15 � i W � w I—__ � I _ �_. —. _ —_— � 4 O O � i�.a — - -- ; < o , - _ o �- 10 3 � � __ 2 5 1 � _ _ .____ _ — _ p 0 10 A �� 30 40 50 \ 1 GALLONS PER WNUTE 250 PI RI/i]2018 OCopynpJn 20181�bcty Amps Ivc. Ail�hu�anvwt $pccifiw�pu wbpa w c6mge withool mace � � oi W2000—M R �, TANK SPECIFICATIONS � a d� DIMENS�ONS: � � p- 151" WALL: 2 1/2�� w `m r BOTTOM: SEPTIC 3� v a HEAW DUTY 5" (ADD 2,050 LBS.) � COVER: 6' � I� MANHOLE: 24" I.D. PRECAST CONCRETE RISER �p - _ _ _` HEIGHT: 66' O.D. y LENCTH: 151" O.D. 4' CAST-A-SEAL 4" CAST-A-SEA\ WIDTH: 86' O.D. W � BELOW INLET: 53� O.D. � '� o LIpUID LEVEL: 47" � 024 � WEIGHT: 73,540 LBS. SEP�C 0 � 15,370 LBS. HOLDING H cO TYP � INLET AND OUTLET: � > � 4' CAST-A-SEAL BOOT OR EQUAI � � \ FILTER OR BAFFLE / GASKET, CAST-A-SEAI BOOT OR EOUAL m � \ / INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL �10 � �k�' W (OTHER STATES SEE CHART) °�d `o c LIWID CAPAGTY: 42.92 GAL/IN y, � TOP VIEW LOADING DESIGN: 8' 0" UNSATURATEO SOIL W � � HOLDiNG TANK: OUTLET HOLE PLUGGED � � � AC7UAL CAPACITY: 2,146 GALLONS O = � MN TANKS: `7 o I v� o WILL HAVE ONE VENT OVER OUTLET � � N a s AND WIIL HAVE TWO VENTS IN COVER OVER INLET � W � i - 1O TANK CAN BE USED AS: y � p SEPTiC/ HOLDING/ PUMP OR SIPHON W � � INLET COVER: MIX DESICN /8 NO FIBER) �c _ _ _ _ - OUTLET TANK: MIX DE51GN /70 �STRUCNRAL FIBER) � n CUSTOMIZED TANKS: ; � Q � �n FOR CUSTOM TANKS CONTACT WIESER CONCRETE o �o � c� ,^� a � n i� p � p � d e O a : N Q N 2�� a � � � � � Q z o � a JOB INFORMATION : � � o M NSTOMEA: W 5 - Ul (��.' � JOB NAME: � �t: r : -_ , SIDE VIEW DATE NEEDED: SHEET N0. . APPROVED BY: APPAOVAL DATE: 1 OF/ - TANKS ARE MANUFACNRED TO MEET OR EXCEED ASTM C-1227 REWIREMENTS � � . WLP750—MR p� TANK SPECIFICATIONS � ^ � o cl DIMENSIONS: a di o WALL: 2 1/2" � o �,{ BOTTOM: 3" a � COVER: 4' � MANHOLE: 24" I.D. PRECAST CONCRElE RISER � � — HEIGHT: DOAT OVER 53.1/4D" O.D. � 2 � \ OUTSIDE DIAMETER: 84" O.D. _ / BELOW INLET: 42' O.D. � � � 4" CAST-A-SEAL\ 4" CAST-A-SEAL LIQUID LEVEL• 37' < � o YVEIGHT: 6,150 LBS. `� m24" INLET AND OUTLET: � d 4' CAST-A-SEAL B00T OR EQUAL � °D 1YP � GASKET, CAST-A-SEAL B00T OR EQUAL � '' \ FILTER OR INLET AND OUTLET BAFFLE AND FILTER: m � � BAFFLE WISCONSIN, SEE DETAIL �'10 � � / (OTHER STATES SEE CHART) � �- � o o G LIQUID CAPACITY: 20.28 GAL/IN HOLDING TANK: �' ACTUAL CAPACITY: 790 GALLONS � � TOP VIEW OU7LET HOLE PIUGGED � � LOADING OESIGN: 8' 0" UNSANRATED SOIL � � � MN TANKS: � `r MALL HAVE ONE VENT OVER WTLET p,�„7 0 00 AND NALL HAVE TWO VENTS IN COVER OVER �NLET � � � N , OPTIONAL FLAT COVER TANK CAN BE USED AS: W o M `* IS AVAILABLE FOR EXCHANGE SEPTIC/ HOLDING/ PUMP OR SIPHON � FOR DOME COVER. � � � COVER: MIX,DESIGN /8 NO FIBER) W � � � TANK: MI% DESICN /70 STRUCTURAL FIBER) � INLE� - _ _ _ OU�T CUSTOMIZED TANKS: � ; N N FOR CUSTOM TANKS CONTACT NIESER CONCRETE io y U � � < ' O t� � V ° J O a 2 � a� ✓] a � < N �� e 3 Z O ¢ a N � � JOB INFORMATION : '� � o n PUMP PAD CUSTOMER: � w N N S ]OB NAME: � SIDE VIEW DATE NEEDED: SHEET N0. APPROVED BY: .� APPROVAL DATE: �F/ TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REWIREMENTS � � "`''� pRIVATE ONSITE WASTE TREATMENT County „;�>�,—,<.,.�,, ,. � ,,�, ��%� � '�:� i�-� °$ =}��; SYSTEMS l\�'`� PS 1.�, ( POWTS) SaWyer ` ` ��'��F>-- 5�. �""°�`"' INSPECTION REPORT Sanitary Permit No: Safety and Buildings Division (ATTACH TO PERMIT) GENERAL INFORMATION 2-�, ^��{� Personal infonnation you provide may be used for secondary purposes[Pnvacy Law,s. L5.04(1)(m)j Permit Holder's Name: ❑City ❑ Village I�,Town of: State Plan Transaction ID#: �Q-�.5�� Cja�d� L.q1�Ce_. � Insp BM Elev: BM Description: Parcel Tax No: _�e(Z f 1 � loo.a � b�eX�� ts� 1� o� 02�--�i3�-�-7-s�f� (o TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV Septic � '� 1oL'fl Benchmark ��,o� Dosing U..�e�.s� 7 S D Aeration Bidg. Sewer _ Holding St/Ht Inlet — TANK SETBACK INFORMATION St/Ht Outlet qy,�S ' TANKTO P/L WELL BLDG ARNNTA�KE ROAD Dtlnlet �y,o$' Septic NA Dt Bottom qp,�� Installation , Dosing ��o -1-(a,j ��S �„2s� NA Contour Rb.� Aeration NA Header/Man. Holding Dist. Pipe q7,39 � PUMP/SIPHON INFORMATION Infltrative � Surface �1��(7 Manufacturer (;, Demand Final Grade Model Number �S 3 GPM C 3 q�7�� TDH Lift Friction Loss Sys Head TDH Ft Forcemain L ��' Dia " Dist.To Well DISPERSAL CELL INFORMATION DIMENSIONS W �.S ` L a #of Cells ( Type of System Distribution Media Manufacturer: ❑ Conv ❑ Aggregate SETBACK P/L Bldg Well OHWM of Nav � IGP ❑ Chamber �ea�4� INFORMATION Waters � AG � EZFIow Model Number: CELL TO -r,S' .y.. ' � Mound � Other - -- ——��_—.��o� - —�—._._ � - --- _—_ _ ---- —_— DISTRIBUTION SYSTEM_ X Pressure Systems Only -- - -------- Header! anifoltl �, Distribution Pipe(s) �, � I X Hole Size X Hole � Observation Pi es Length� Dia ,�-S Length�� Dia �'� Spac •�.5� � P _ __ _____ ___� _ p,C$g Spacing2-`� Yes ❑ No � SOIL COVER - — .— --- - -- --- -- Depth Over �� Depth Over �, �-Depth of / , Seeded/Sodded Muiched Cell Center �2 Cell Ed es l2 g I Topsoil b_ l �1 Yes ❑ No � �Yes ❑ N� COMMENTS: (Include code discrepancies, persons present,etc.) %�M7�,f�I�/1 / (o�-b �a� � l�T � ��A�-�� Plan revision required?�Yes 0 No ��a3 � � / � �� , °3 � �� l�i � Use other side for atlditional information Date POWTS Inspector's Signature Certification Number SBD-6710(R.3/01) AODITI�NAL COMMENTS ANO SKETCH SANITAAY PEAMIT NlJMBEA�.___ �-- - Y�_ �� .___ �f��9�y � : . - - � � : , _ . -- ; , . --_ : _ . __ :_ ; _�. _, _. _ _ - -; :— :_ __ aG�,�,, . ; _ : _ e�b��NV. � oo w� �� . 1 � .�rs�. �fi 6.S'x3o` `�1( _ _ _ — � �~ � � d� _ �J � �" �m• / , �� o,.Nd w�L.T. � �� , �� s�, �� -�`� �r, -� ��3� � � scn�_E �°_ ��l.a�.u._ �� u�,r�