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Home My WebLink About026-939-27-5416-SAN-2024-021 ��v� Department oi �afety �°""�" � t '� ! & Professional : rvices, � a'`"`' ��"� � i� . $ San�tary Permit Number(to be filled in by C� �t, ��; �; �' Industry Services .➢ivision � �:�, i_c 5 i � � 3 ,� , • • +• Sta[e Transaction Number o^ Sanitary Permit hpp.lcution �j _ �o��8w� q..� In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this fonu the appropriate goccrnmental uni[ � is required prior to obtaining a sanitary permit,Note:Application forms for� .e-own?d PI�WTS ai=surmitred to Project Address(if different than mailing addr�ss) � the Department of Safet}�and Professional Sen•ices.Yersonal information yo��p:o��ide mr be used for secondan� �3� '� � � purposes in accordancc with the Privacy Law,s. 15.04(1)(m).Stats. I.Applieation Information-Please Print All Information �� }-{J,Uc ��`f �.`��'�- L,it/ Property Chvner s Name Parcel#t � f � l(P _`� �� - �7- �L�'� P�.� � -� ��j�,� t,.�� _ Property Owner's Mailutg Address � Property Location + �7 3 p � I T��►,� �`t- ��S� �i�r., , co,t.l.:�:_�_ City,State 7_ip Cedr_ ,.�i:�imber �, � 2 t 1�5�--�� 1 ( � C�� 3 0 � `;3 !a, Section_� , II.Type ofBuilding(check all that apply) ��I �-��+ "f 3� N R�_E or� �1 or 2 Family Dwelling-Number ofBedrooms_�_________ � Subdivision Name s �� Block# � ❑Public/Commercial-Describe Use _ � ❑Ciri of ❑State Owned-Describe Use �� CSh4 Number ❑Village of �� f[�� (Z 7 ��7C4� �Town of S�v�t� �--�i�L'' , . i . E III.Type of POWTS Permii:(Check either"New"or`Beplacement"and ofk►er applicable on line A. Check one box on line B.Complete line C if` a licable. � � � �. � �New System �Replacement S}stem �Other Modificat�on to l:ristin�+System(cxplain) ❑A ' � � B� ❑Holding Tank ❑In-Ground ❑'At-Urade �Mound ❑Indi�idual Site Design �Other Type(explain) (conventional) C. �2enewal Before �Revision ❑Change of Plumber ❑I'ransfer to New Owner �st Previous Permit Number and Date Issued Expiration i� ��- �O ( TiV.II3s ersalJTreatment�rea and Tank Information: Design Flow(gpd) Design Soil Application Kate(gpd/s� Dispersal Are.�Required(sij Dispersal Area Yroposed(s� Sy�stem Ele��ation �-/.Sd 'z. c� z,�zs Z `-!C� �v1� F33 Capacity in Total #of Manufacturer Tank Information Gallons Gallons Units L � o '$ � ,ed U l.� � � . New Tanks Existing Tanks L � Y � � � � � a J ii� � v: =r- :. a. Septic or Holding Tank 2 pCjV /s a �-1•� � �-'-��' DosingCh�unber 75 U 4i l C Jf � V.Respons€bility Statement- I,the undersigned,assume responsibilif�-for instaltation of the POWTS shown on the attached piaes. Plumber�s Namc(Print) Plumb '�Signature MP/MPRS Number Business Phone Number Jer Ruid Excavatin , LLC «-- � Z ��'��'� ��s - �`j�- Z�rv� Plut�t�1 d�S��e�ip Code) Stone Lake, WI 54876 VT.CoutttylDepartn�ent Use Only �� 2 Permit Fee Date Issued Issuing Agent Sienature �Ap To ed �Disapproved ,, $ Upp � •Z�� J;�y `�l,�c��X-2{�u� ❑Owner Given Reason for Deniai l Conditions of ApprovaUReasons for Disapproval �—�r^t r� �;� , � !"S '�� I�-��-(.,' �-1 r , _r 1! ; 2 '` ` ' � �� j .� ?�'I � E �� -- � l � � �� hk# �: e 2024 � ��G , 5 U F�g ° ___�_� n �rnA�� 3"I0 _----._`". �-v C �� r` ^ �� t ,.: _a _. �...._ --_____� __ _ � ;,_� J,��;r:;, ��.�.� �e �oi�i;�a Ai1rf��tvt�i�a��ra Attac6 to complete plans tor the system aod submit to the Couut}onl�'on paper not less than 8 12 x 11 ioches in size NO REFUNDS AFT'ER sBD-6398(R.03/22> ISSUE OF PERMIT ��-��c� / 1�� 1 � �� Wisconsin Departrnent of Safety and Professionai Services �� '�� Phone: 608-2C6-2112 Division of Industry Services �/ � � '. `, Web: 4822 Madison Yards Way I�;� � � = Email: ro BoX �3oz �� P �� Madison, w[ ss�o� `;%\ � a ;�; Tony Evers, Governor \jJ\ � � V'��r,,;=�_��e�;� Dan Hereth, Secretary � „��..� ; October 6, 2023 CUST ID NO.: 224059 Identification Numbers KEITH E STONER Plan Review No.: PWTS-102302248-C 23220 WOODCREEK RI) Application No.: DIS-092340844 SIREN, WI 54872 Site ID No.: SIT-121478 Please refer to all identification numbers in each correspondence with the Department. CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/06/2025 CorMlnona�y MUNICIPALITY: �PT oF�PPrROVPEDESsroNAL TOWN OF SAND LAKF, OMSION OF INDUSTRY SERVICES SAWYER COUNTY �4�� 9a��' SITE: SEE CORRESPONDENCE FINCH REPLACEMENT MOUND SYSTEM 5357N IIIJNGRY LAKE LANE STONL LAKL, WI 5487c. LOT 1 OF CSM# 4 VOL. 177 PG. 162 UOV. LOT 4 SEC. 27 T39N-R9 W FOR: Design Wastewater Flow Value: 450 GPD N�ljen GSF Mound Component Manual - September 2019 Bedrooms: 3 Edition Limiting Factor(s): 14" Below Grade Maintenance Required: Effluent Filter aITE REQUIREMENTS • A fuli size copy of the approved plans, specifications, and this letter shall be on-site during constrvction and open to inspection by authorized representatives of the Departrnent, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which arc used at the job site tor consinictios�. The following conditions shall be met during construction or installation and prior to occupancy or use: • 'I�he pressure network is to be constructed in accordance with publications "Pressure Distribution Component Manual for POWTS (Version 2. 1); (May 2022-2027)". • This system is to be constructed and located in accordance with the approved plans and with the F,ljen GSF Mound Componcnt Manual - September 2019 Edition OWNER RESPONSIBILITIES . The eun•ent owner. and each subsequent owner, shall receive a copy oi�this letter including instructions relating to proper us� and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis Admin. Code & SPS 383.54(1 ). . In the event this soil absorption system or any of its component paris malfunctions so as to create a health harard, the property owner must follow the contingency plan as described in the approved plans. The submittal described above has been reviewed for conformance with applicable Wisconsui Administrative Codes and Wiscons'vi Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved pla�is 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. 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. Tlte Division does not take responsibility for the design ar construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below,ar at the address on this letterhead. Sincerely, Fee Required: $250.00 Fee Received: $250.00 ///n///.r�,. --�/l,�.. �f,.,��,•.. Balance Due: $0.00 Matthew Janzen Refund Ex ected: $0.00 llivision of Industry Services Phone: 715.340.0407 Email:matthew.janzen(a�wisconsin.gov GSF WI MOUND DESIGN PROGRAM INDEX AND TITLE PAGE project Name: finch Replacement Mound System - Owner's Name: Paul and Ellen Finch Owner's Address: 1730 Trinity Rose Dr. Prescott AZ 86301 Site Address: 5357N Hungry Lake Lane Legal Description: Parcel in Gov. Lot 4 Sec..27 T38N-R9W Township: Sand Lake Tnsp. County; _ Sawyer Subdivision Name: GSM#4 Vot. 177 Pg. 162 � Lot Number: 1 Block Number. Na Parcei J.D. Number: 57-076-2-39-09-27-5 05-004-000160 Plan Transaction Na: Page 1 Index and title Page 2 Data entry Page 3 GS�mound drawings Page 4 Cateral and dose tank Page 5 Distribution media Page 6 System maintenance specificatians Page 7 Management and contingency pian Page 8 Pump curve and specifications ! Pa e 9 Sanita Site Plan Dose Tank Cro 's Section Observation Pi e Anchorin Detail Attached Soil and Site Evaluation Designer: Keith E. Stoner License Number: Designer 1575-007 date: 9/13/2023 r: 715-566-0900 �N Signature: N E `4i,�i 2 Designed P r5uant to� � GSF Mound Compone Manual(N.�56),and SSWMP Publica#ion 9.6 besign Pressur Distri�tion Netw�rksfor ;TSAS(01/81) q Pa e 1 of 9 GSF Mound Version 2.22 dcrs�'R 9 G 3 F M o u r s d C o n p o n e�t M a�a u a l R e v. S e p t. �� Pres�ure Distributioi'i Manual Ver.: 2.1 �\,� Rev. Augu�t 2022 Ex pires May of 2027 �, ��0�� 1 �� G�v� ��' . , �4 ��`� '; SP�`,��' ; ��',�' GSF WI MOUND DESIGN PROGRAM bATA ENTRY Site Information R Residential or Commerciai Design �Number of Bedrooms(aptional) 450 Design Flow(gpd) 9.0°lo Site Slope(%) 100.00 Installation Contour Line Elevation (ft) 65.OQ Cantour Length Available(ft) 14 Qepth to Limiting Factor(in) 0.8 In-Situ Soil Application Rate(gpd/ft) EFF#2 Distribution Cell Information A42 Unit Used �=Add. Safety Factar/Length (ft) 6 CeU Width (ft) 3, 4, 5, 6, 8, 9 or 10 41 = Dispersal Cell Length (ft) 2.Q Dispersal Cell Design Laading Rate(gpd/ft2) 2 Influent Wastewater Quality Are the laterals the highest oint in the distribution � Pressure Distribution Information network? Enter Y or N E Center, End, No Manifold (Pump to Gravity), or Gravity(No Pump) 3 Lateral Spacing If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.156 Orifice Diameter(in) (e.g. 0.25) 1.75 Estimated Ori�ce Spacing (ft)= 5.59 ft2/orifice 2 Forcemain Diameter(in} 233 Forcemain Length (ft) Does the forcemain drain back? � 73.72 Inside Pump Tank Elevation (ft) 4.55 System Head (ft}x 1.3 38.01 Forcemain Drainback(gal) 27.70 Vertical Lift(ft) 35.26 5x Void Volume (gal) 2.92 Friction Loss (ft) 73.27 Minimum Dase Volume(gal) Add'I Fitting Friction Loss (ft) 23.69 System Demand (gpm) � 35.17 Total Dynamic Head (ft) Lateral Diameter Selection Manifald Diameter Selection _—....... _. .,_._....... .........._,_... in. diam. o tions choice in. dia. options choice ,__, _.,........._ 0.75 1.25 x 1.00 1.50 x x 125 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator Se tic Tank lnformation Total Tank Capaciry(gal) 2000 Se tic Tank Capacity(gal) Total Working Liquid Depth (in) Huffcutt Concrete Manufacturer gal/in Qose Tank Information Effluent Filter Infarmation ' 750.36 Dose Tank Capacity(gal) Pol -Lak Filter Manufacturer ! 20.28 Dose Tank Volume (gaUin) PL-525 Filter Model Number Wieser Concrete Manufacturer ' Project: Finch Replacement Mound System ' Page 2 of 9 GSF WI MQUND DESIGN PROGRAM GSF MOUND DRAWINGS Co Mound Plan View T J A W I K --B — K . L--- Mound Component Dimensions A 6.00 ft E 28.48 in H 1.00 ft K 11.06 ft B 41.00 ft F 7.00 in I 14.21 ft L 63.12 ft D 22.00 in G 0.50 ft J 6.89 ft W 27.10 ft 246.00 (ft) Dispersal Cell Area 828.42 (ft) Basal Area Availabie 10.98 (gpolft) Linear Loading Rate 4.10 (ft) 1/10 B Obs. Pipe Placement Finished 103.42 (ft) Grade `w*�`«��.�f:L`*. ��R�*� ..�ATT+��4 � ��t-�i,� � ,<i r .�+.�. G H +�/� ^� / !' � ;I^ll , t Etf�til �'��'�.R 1VZ.�L \�� 4� � F ��*+ ` ++� Laterallnvert ' (Jispe,sa!Gel! , ��a. 101.83 fft) —�i—�««t �, �� .:� ?�+.�. Elevation Qispersal Cell �+««'.,''' : "� �+,��:�s, }}�Wy� k dMi��K«�� + „ � ��`� �� Elevation "�-�-` � �+• . . . , . '�;? � ,*�� .... < < ' _: < _� 100.00 (ft) , , , . = 4 . , . � °, � Contaur � ` . � � . � . . Elevation 9%,Site Slope Shading Key ' Typical Dispersal Cell 1 �� Topsoil Cap � Q See Page 5 2 ;t't`�; Subsoil Cap � � o � �� 2 ft � Ge4textile 3 ;�,�`:„f` ASTM C33 8and � .� ' Fabric _.—►f;�_ a t°>° Tilledtayer :� � F �� "� ` %�� ,�� 5 Y� GSF Media c N � .--1! __?� '__��_� �„ o Q.5 ft 1 1 � A See details on page 4 for number, size and spacing of laterals. . Laterals are located in the 4"gravity distribution pipes as shown on page 5. , Project: Finch Replacement Mound System ' Page 3 of 9 GSF WI MOUND DESIGN PROGRAM LATERAL AND DOSE.TANK End Connection Lateral Layout Diagram Place Appropriate Latere!Diagram Fram Rigi�t 8etow P •=Ttan-up uVball vaNe or cieartout piu9 �-� -'1 st ortiflce loceted ffi Z �----X----� Orrific�s Par��P eXoept everY : � 5th one p0il�ts down for S �-�--Edge of distribution cell �� Force rnain oar�ection via fiee or aoss to manifdd at anY Pa�• L.aterals&fane rtYain o1`PVC Sch 40 �Ail laterals idenUcel with orriflCe equally spaoetl. (per CODAM Tade 84.30-5) �---Edge of distribution cell Numbers of Laterals 2.00 Odfice Diameter 0.16 in Lateral Diameter 1.50 in Orifice Spacing(X) 1.83 ft Lateral Length(P) 38.43 fC Oriflcesper Latera! 22.00 Lateral End(Z) 0.79 ft Oriflce Densiry 5.59 ftz/orifice Lateral Spacing(S) 3.00 ft Manifold Length 3.00 ft Lateral Fiow Rate 11.85 gpm Manifold Diameter 1.50 in System Ffow Rate T3.69 gpm Forcemain Velocity 2.42 ft/sec � Pump Off Height 12 3n Dose Tank Information l.od6ng cwa with v�aring ,�-r�and�odd�d�a�;�,d e��.r�caoo ,r �a�� ,a a�„�s.2a vuac _. -� 4 in.min. ��'_....---. Gscuned � '�-,_ ___.� . -r_._.---'--- � `� i -+-_Altemate outlet locatim tark�a,Qonet isw�y�� r� Farceir�ain aanda ;� T in Wieser Concrete Manufacturer 4 A � Capaci 750.36 Gallons ' Volume 20.28 gal/inch � j �`-��,,;ce s _ Dimension Inches Gallons �-- � : A 19.39 393.17 C B 2.00 40.56 C 3.61 Z3.27 �P dF eleratla,(1t) D 12:00 2A3>36 p 74.72 Total 37.00 750.36 I I oose taik ele,apon(n> / � Nin.3'Beddnjj uxls txeic 73.72 �� ( Alarm Manufacturer SJ.E.Rhombus ; C �pPO��d S.d.E.Rhoabui Aferm Model Number T�nks Alert 1' Double Float Ma�ter � =� . � Pump Manufacturer Zoetler i W 1�h i puapi.Bi�r ra�e� oi' � to 48" i � Pump Model Number �- � 140 �; i � i , � + Pump Must Delivery 23.69 gpm � at i � '35.17 ft TDH 4�, ' � � �, �' Ci �� Project: Finch ReplaCement Mound System { j, ! ; Page 4 of 9 ��'°� �: �� , � r ( ` � � i � �� n �,O�a � � B � Q. , : � � � �Gv��,`��, SP�,,�P��;�� aN�N� GSF WI MOUND DESIGN PROGRAM DISTRIBUTtON MEDIA GSF Distribution Cell Media Layout �Ceil Width(ft) 1.5 Sidewali to Lateral(ft) Distribution Cell Cross-section Arrangements Drag appropriate drawing to space below. �`l 6 ft Wide ri A42�f 'x A42� '� .. � _ ,._ �`.._..__:� �� __.J Camponent Legend . � ASTM C33 Sa�d/Mound Sand _. j� �-,__ . . .� A42 or B43 Module ir�----�i Lateral • � Turn-up(contained in Turn-up Enclosure) Distribution Cell Plan View layout-Typical 6 Cell Width-A(ft) 41.00 Cell Length-B(ft) 10 A42 Modules Required per Row 20 A42 Total Modules Required ' End Connection Later Layout Diagram Drag appropriate drawing from left ta space below. FORCE MAIN ��4 1,�'',� -4�t:,s,�afi"��'.r -v� 2��:�d r �f` ,..� 'ty' ''f x L.-r-'r?�`�fd,��.,� .r . �2,ra��'."r q f.,-�i � j4,. v c �i� „�, 1,�� i=;t ,� ,�r1'n'. a C.+.fr L:p j'� � .: F M.�,fl h�` �t' {y Y",� .1'i �'d'C,�'�a f� `,� k � .. a,tr f„r,.�. ��;Y�'��{4ti. :.«..,° _�Y,.- (�..aw ..��a.. �u�„��u.�,* '� a a.��,?'� 4 i+.rr"�, � C,�i+ i,�'i��.tf�,"1 k'�,�� , r �,¢r-^'k�� ,�ta�,� B FT W1DE END CONNECTION � � �'�n'3 �.� �: b�, .'��t� stz��T� '� � �} '�'yC+„+f� r �% l ,,�a 4� 2 4.'�'. '�7r 4 ,,y_"�'°�' . �...�` v�.-,�: sy�`�".z.''�>f„ `4"�„� t°'�;�;p� f'`�a , 3�u.'Y�'�`��y ka� �:x`'x X+e�'x �`�+J' .�i.t' o c .�SF r�+�3 , . r 3�>5's,.,.�°,�,�`'��.a`+:. �i'e::�ype.N.�'�.i1�".�`r '�,Ny,��'y`�� ,�,.ia�,�.��'��' '{�i;a`.��+.�`:i?Gi�•,,n"', �^'a,"�1°","'`&�a��,r",Y',��`"Cv�^4�� '�;:l�8�'« j Project: Finch Repiacement Mound System Page 5 of 9 GSF WI MOUND DESIGN Pf20GRAM SYSTEM MAINTENANCE SPECIFICATIONS Mound System Maintenance and Operetion Specifications Service Provider's Name 5cott Poppe �Phone 715-634-7279 POWTS Regulator's Name � Sawyer County Zoning Oftice �Phone 715-634-8288 System Fiow 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 7ank Capacity 2000 gal Maximum TSS 30 mg/l Soil Absorption Component 5ize 246 ft� Maximum FOG 10 mg/L Meximum Fecal Coliform 10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Shouid inspect and clean at teast once every 3 years Pump and Cnntrols Test once every 3 years Alarm Should test monthly Pressure 5ystem Laterais should be flushed and pressure tested every 1,5 years Mound Inspect for ponding and seepage once every 3 years (7ther Misceilaneous Construction aqd Matenals Standards 1. Observation pipes are slotted and materials conform to the standards,have a watertight cap,and are secured in a as shown in the Eljen mound component manuaL 2. Dispersal cell media conforms to Eljen products approved for use with the Eljen Mound Component Manual approved August 2016. Eljen media is covered with the ma�ufacturers geotetttile fabric. 3. All gravity and pressure piping materials conforrn the requirements in the state code. . 4. Tiilage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas wili be seeded and muiched to prevent soil erosion and help reduce frost penetration. lateral Turn-up Detail 6-8"DIAMETER LAWN SPRINKLER FINISNED GRAbE------..-- — — —.. „_ _ THREADED LATERAL EN0.S AT LAST 4"PERFORATED PIPE CLEANOUT PLUG ORIFICE WHERE VARIABLE 4"END LENGTH CLEANOU7 BEGINS CAP LONG SWEEP 90 OR _.... . ... . _. ....._ .......... __._,.., __..,_......... TVV1745 DEGREE BENDS _.... . SAME DIAMETER ASIATERAL -+ DISTRIBU1lON LATERAL LATERAL CIEANOUT Project: Finch Replacement Mound System Page 6 of 9 � GSF WI MOUND DESIGN PROGRAM MANAGEMENT AND CONTINGENCY PLAN Mound 5ystem Management Pian General This system shall be operated in accordance with SPS 82-84 Wis.Adm.Code, and shall maintained in accQrdance with its'component manuals Eljen Mound Component manuai August 2016 and SSWMP Publication 9.6(0181}]and local or state rules pertaining to system maintenance and maintenance reparting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 83.33,Wis.Adm.Code when the tanks are no longer uaed as POWTS components. Septic or pump tank manhole risers,access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound,defective,or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized e�try into a tank or component. Seotic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s.281.48,Stats. The contents of the septic tank shali be disposed of in accorcJance with NR 113,Wis.Adm. Code. The operating condition of the septic tank and outlet fi�ter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm,the filter shall be serviced if the alarm is activated continuously. Intermittent 61ter alanns may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump(dosing)tank shall be inspected at least once every 3 years. All switches,alarms,and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic(other than for vegetative maintenance)on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations(qctober-February)dictate that the mound be heavily mulched as protection from freezing. The pressure distribution system is provided with a flushing point at the end of each lateral,and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial testwhen the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal ceIL Observation pipes within the dispersal cell shall be checked for efffuent ponding. Ponding levels shall be reported to the owner,and any levels above 6 inches cansidered as an impending hydraulic failure requiring additional, more frequerrt monitoring. Contingencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank,pump,pump controls,alarm or relatetl wiring becomes defective the defective component(s}shall be immediately repaired or replaced with a component of the same ar equal performance. If the mound componentfails tn accept wastewater or begins to discharge wastewater to the ground surface;it will be repaired or replaced in its'present location by increasing basal area if toe leakage occurs or by removing biologicatly clogged absarption and dispersal media,and related piping,and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of yaur local PQWTS regulator and service provider. Project: Finch Replacement Mound System Page 7 of 9 � Page 8 of 9 TOTAL DYNAMIC HEAD � e PumaaeRFoaMnNcecuRve FLOW PER MINUTE MooEi,<me,aonas�a„s � MODEL 140/4140 145l4145 Feet Meters Gal. Liters Gal. Litsrs � 5 1.5 86 326 56 212 � 10 3.0 80 303 55 208 15 4.6 73 276 53 200 ' 20 6.1 66 250 51 193 �,� '° 25 7,6 59 223 48 182 � 30 9.1 49 185 45 17p s'° � 40 12.2 28 106 35 132 50 152 — — 26 98 � 60 t8.3 — — 16 61 I °�r * : �6FC EQAg��Ai4#0A1 ��r-F....,..._,. u, �, ��. � i � %F^s1" Saaf"��. h5lode � VRha 'R}� Amps'�. '�HP ��.NY `tbs � �<K� �,S.s:qlox� . DccF1G�'. N1d0 �in(�la Non � 1 1?.0 � 1 80 16 2i 3 E�40 Single fvon 23D � 6.0 � 'I 60 48 2� torl BN7G0 Sinple Auto 115 1 12.0 1 60 47 21 " BE140 Single AuW 230 7 s.0 7 f>0 47 21 . E145 Single Non 230 7 6.0 � 3/4 80 46 27 1or2 3 � N10.5� Single Non 115 7 t3.0 3/4 80 4$ 2t 7 or 2 3 BN145 Single Auto 115 1� '13.0 3�4 60 48 22 "' N4740 Double Non 175 7 120 7 80 65 29 ` E4140 Double Non 230 7 6.0 7 60 65 29 'lor2 3 BN4140 Double Auto 715 7 72.0 1 80 66 30 " BE4140 Double Auto 230 1 6.0 1 60 66 30 ` N4145 Dou61a Non 116 1 t3.0 3!4 60 84 29 tor2� 3 9N4145 Double Auto 175 1 13.0 3�4 60 84 29 * `Single piggy6aek switch included. BN and BE modals includa e 20'(8 m�pigOYbeck variable level pump switch.Adtlitional cord lengths are eveilable in 15'(5 m�,25'�6 m),35'(71 m)end 50'(15 m�. 50'(T5 m)cord/eng[h is far230 V anly. SELECTIDN GUtDE 1. For automatic,use single piggyback variable level float switch or double piggyback variable level float switch.Refer to FM0477. 2. See FM1228 for correct model of simplex control panel�. 3. See FM0712 for correct model of duplex control panel. pPTIONAL PUMP STAND P/N 10-2421 •aeduces pocenaa�c�ogging cy decris � . "Easy assembly" •Replacea rocks or b�icks under the pump (pump&discharge pipe •Matle of tlureble,noncorroaive ABS � not inclutletl.l •Reises pump 2"IS cm)off bottom of 6asin �� •Provides the ebiliry to raise iatake bV adding sections of 1-1/2"or 2" � (DN40orDN501PVCpipinp � � •AttechessewrelytoDump ' . . •Accommodstes sump,dewaterine and efFluent applicationa � NOTE�Make aure float is frea from obstruc[ion. ��. � . OCAUI�ON A�I inslellation of eontrols,protec[ion tlevices and wirin8 s�ould be done bV a quaiifeA licens¢d elechician.Ai�eloclrical and safety cotles ahould be fotlowa0lnclutling lhe mos[reeen[National Electncal Code(NEC)and the Oooupetional Safary antl Neal�h Aot(OSMAI- � , � ��O Copyright 2079 Zoeller�Co.All rights reserved. 502-778-2731 � 800-928-7667 �3649 Cane Run Road� Louisvilie,KY 4027�-7961 �zoellerpump.com Page 9 of 9 Sanitary Site Plan FOI': Paul Finch Proposed 6'x 41`Mound Dispeersal Cell Lot 1 of CSM Vol. 177 Pg. E)2 cansirueted w/Elgin GSFA-42 Media located Gov. Lot 4 Sec. 27 T39N-R9W alongthe 10�.00'contourw/�E. of1�1.83' Sand Lake Tnsp. - Sawyer County P/L �357NHun,gry p 2fl 40 IOO.Od' Lake Lane am� s� tr�ca BM ----- Partially Wooded 9'� Slope 8� 99.110' ` BM= 1Vait w/Pink Ribbon in Base of 13" DBH Red Osk � HRP=Same � ASSUMED ELEV.= lUD.00' 48•0�� --"'�r Approx. 2011 fl. ta the street. Shed to be relacated to meet siructzrpal setback. F-- 2.�Acre Parcel Ezisting Three Bedroom Cabin #2 - BM Proposed 2"Sch. 4�PVC F.M. • WEL Hungary Lake ��'� Elev = 93.bS' E� OHH�'M= �S0.00' Fxisting 4"Sch. 40 PY'C Bldg. Sewer P/L Exisling Huffcutt 20D0 Provide frost profection per SPS 383_43{8)(��c GaZ. H.T. Instalting a Poly-Lok Proposed �eser Concrete PL-525 in H.T. W�P7S0�1R Dose Tank Site Elevation Daf� Top H.T. Cover= 80.43' Outlet of H.T. = 77.63' .� . WLP75Q-MR TANK SPECIFICATIONS '� � � � o o d a i DlM1ENSIONS: � o WALL: 2 1/Y a a SOTT�M: 3" 4° CAST-A-SEAL 4" CAST-A-SEAL COVER: 5" w MANHOLE: 24" LD. PRECAST CONCRETE RISER Q �`%�-— ��,� NEIGHT: 54" � �i'' �� OUT5IDE DIAMETER: 7'-0" �� BELOW INLET: 42" � �!� �`LyQ• � ��. U4UID LEVEL: 37" rr ,�-�� • WEIGHT: 6,150 LBS. o � � � � r' � t � INLET AND OUTLET: w � � � � � � � � 4' CAST-A-SEAL BOOT OR E(�tlAL GASKET 3 � o 11 � � � l�� >-� \ �� `J F�LTER OR ' ii� � m o � " INLET AND OUTLET BAFFLE AND FlLTER: s �� BAFFLE �� WISCONSIN, SEE DETAiL �10 Q � � w �� '� {OTNER STATES SEE CHART) � o a � � ___' o LIQUID CAPACITY: 20.28 GAL/IN � � � � �q�p �W HOIDiiVG TANK: � � OUTLET HOLE PLUGGED ACTUAL CAPACITY: 790 GALLONS � o � C � �- LOADiNG DESIGN: 8'-0' UNSATURATEO SOIL � � �j a � o TANK CAN BE USED AS: � N ''' SERTiC / HOlD1NG / PUMP QR SIPHON � o rj Q� W } o °` COVER: MIX DESIGN �8 (NO FlBERj � i o�p 'Y TANK: MiX DESIGN �10 (STRUCTURAL FlBER) � � - W � � � � CUSTOMIZED TANKS: r• ____ ____ , _L FOR CUSTOM TANKS CONTACT WIESER CQNCRETE 3 3NLET - OUTLET N � � . � �U � � c� � hU J N d_ � I� d'� � p _ �+ Q .. � � �t � M � �� d- � � � 2�,. , � z t -�--- -•-`--'��-� � � -- - REVIEWED BY n v PUMP PAD a F � REYIEW DATE � a w � DRAWINGS SUBMITTED s�D� u�Ew FOR APPROVAL APPROVED BY: SHEET N0. APPROVAL DATE: � � oF PRODUCTS NEEDED BY: � � TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS '�i�'' VW�i GED'TEXTILE FABRIC RPE CXNE � MINIbXJM 17 NON�PERFORATED Of CLEAN FlLL 4"PIPE NG � TAPE OR TIE 7p PoPE ' � PERFORATEU 4'PIPE 19" 12, 9AR 3VS INqi _ MIN DWMETER ,�•.� .SPEGIFIEDSAND�_..,..:..' . %PE FIUSH WR?i SANDSOIL INiERFACE �� 8" 3g^ 8" ON TRENCH B01"fOM � �,n„� � . 48" INSPECTION POFrT- PIPE FUt51-f WITH SNJD-SOIL INTERFACE � IM1ADTFI L�.� � LENGTN ' Figure 11 14. Place approved barrier cover, co�forming to requirements of ch. SPS 384, Wis, Adm. Code or otherwise approved by the Dept. of Safety and Professional Services, over the product rows, cover barrier cover with cover material, and eutend the soil cover to the boundaries of the overaH component. Be sure to keep the required 6-inch minimum compacted cover over the system. 15. Complete final grading to divert surface water draina�e away from mound. Sod or seed and mulch the entire mound component. VIII. OPERATI�N, MAINTENANCE AND PERFORMANCE MONITORING . A, The component owner is responsihle for the operation and maintenance of the component. The � county,department or POW'f5 service contractor may make periodic inspections of the components, checking for surface discharge,treated effluent levels,etc. 7he owner or owner's agent is required to submit necessary maintenance reports to the appropriate jurisdiction and/or the department. e. Desi�n approval and site inspections before, during, �nd after the construction are accomplished by the county or other appropriate jurisdictions in accordance to ch.SPS 383 of the Wis.Adm.Code. C. Routine and preventative maintenance aspects: 1. Septic and distribution tanks are to be inspected routinely and maintained when necessary in accordance with their approvals. Eljen Corporation Page 25 of 44