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Home My WebLink About014-941-04-5820-SAN-2022-250 � ':��-'-"�'"-'-_A, Industry Services Division County � ,_�� '=' �� 4822 Madison Yards Wa�� SaWyef � ��j ti�S ':' Madison,WI 53705 Sanitary Permit Number(to be tilled in by C ' � PE ��' P.O. Boz 73oz ? � `�'� �-�I Madison,WI 53707 � J � �-3 � � �:��,. State Transaction Number � � Sanitary Permit Application �p 9,� In accordance�cith SPS 38321(2),Wis.Adm.Code,submission of this form to the appropriate govemmental unit ��"� 1��" � � is required prior to obtaining a sanitary pennit.Note:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing ad� � the Department of Safety and Professional Services. Personal inYormation y�ou provide ma��be used for secondan� ��4N �atOn pd purposes in accordance with the Privacy Law,s. 15.04(1)(m),Stats � I.Application Information—Please Print All Information Property Owner's Naine Parcel# Jonathan Vollmers & Andrea Fay 014-941-04-5820 Propem O�cner's Mailin�Address Property Location 10415 McClaine Rd co�-t �.ot City,State Zip Code Phone Number Hayward, WI 54843 ��_ �,. se�t;�n oa [I.Type of Building(check all that apply) �-ot# T�41 N R 09 F or W �I or 2 I�amily D�vclling—Numhcr ofBedrooms� Subdivision Name I31ock# �Public/Commercial—Describe Use �City of �State Owned—Describe Use CSM Numher �Village of �To�vn of Lenroot _ __ IiL Type of POWTS Permit:(Check either"New"or"ReplacemenY'and other applicable on line A. Check one box on line I3.Complete line C if a licable.) A� �New�S�stem �Re lacement S��stem �Other Moditication to E�isting Svstem ex lain �Additional Pretrcatment Unit ex lain) ✓ )' P" ' ( P ) ( P" B' �IloldingTank �In-Ground �At-Grade �A ✓ Mound �Individual Site Uesien � Other Cype(explain) (conventional) e0m8t 3900 C• ❑Renewal Before �Revision �Change of Plwnber �franster to New O�cner I_ist Previous Permit Number and Date Issued F xpiration � IV.Dispersal/Treatment Area and Tank Information: Design Flow(gpd) Design Soil Application Rate(opd/sf) Dispersal Area Required(st) Dispersal Area Proposcd(st) System Elevation 450 0.6/1.0 1159.94 225.06 97.03 cell elv. Capacity in Total #of Manutacturcr v Tank[nformation Gallons Gallons Units � � v � � New Tanks E:xisting�I'anks � c � � � � � � 0 � U v: r, v: � .. SepticorHoldingTank 1000 1000 1 WIESERCONCRETE ✓ � DosingChamber 600 600 1 WIESERCONCRETE �/ � � � V.Responsibility Statement- 1,the undersigned,assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name(Print) er Signature MP/MPRS Number I3usiness Phone Number Travis Butterfield _ 652879 715-634-8176 Plumber's Address(Strcct,City,Staic,Zip C 14346W St. Rd. 77, Hayward, WI 54843 VL C u ty/Department Use Only � � ��- Permit Fee Date Issued Issuing Agent Signature A o�� ❑Disapproved $ � � ❑Owner Given Reason for Denial ��,�� °� ��"""" , Conditions of Approval/Reasons for Disapproval �,._-� ,� . `/��\ • � �1i "��]�y��`! !;�` `� � ,3 f�-� ` �-')�r�%;��-��.1 �"-=!I � �� C�: I q � � �� t� � 8 2022 G I � SEP 0 �� CS � ��— I�� N� wQr 1� ��3�y SAWYER COUNTY ZpNING ADMINISTRATi�N Attach[o complete plans for[he s}'s[em and submit to[he County only on paper nnt less than 8 1/2 x 11 inches in size �� NO REFUNDS AFTER ss�-639s�R.ozizz> ISSUE OF PERMt'f `��p A H I:NC�:1'T Wiscon,in Dcpartme��t of Safety and Professional Sen�ices �� ':. Phone:608-266-21 12 Division of[ndustry Services : � ��, Web:ht��:/%dsps.wi.ao�� 4822 Madison Yards Way � � �� EmaiL d�t�.•�a�cisc�m;in,�o�_ PO Box 7302 ' !1 Madison,wi 53�0� �t � $ � Tony Evers,Governor /J �- � Hk6j ss�o��s�`�` Dan Hcreth,Secretary �.. September 7, 2022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2024-09-07 Plan Review: PWTS-092202152-C TRAVIS A BUTTERFIELD 14346 W State Road 77 c�>,��„d��y Hayward WI 54843 APPROVED CEPL OF SAFETY AND PROFESSIONAL StAL�I!';FC SITE: �w sioN oF irt��csr;<�,sEa��;��s Johnathon Vollmers &Andrea Fay 4�/`_ ,��`/''` 11714N Eaton Rd �"�tJ Town of Lenroot SeWyel'COUllty s�E co��Fsr�a�oEr�ce P.O. Gov.'t lot 8, S4, T49N, R9W Total Amount: $250.00 FOR: Description: Three Bedroom Geomat Mound System\ Level site Geomat Mound Component Manual -5/18/22, 450 GPD, 18" depth to limiting factor, Maintenance required, Effluent filter, New construction 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 • 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. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • 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 copy of the approved plans, specifications and this letter shall be on-site durinq construction and open to inspection by authorized representatives of the Department, which may 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 plan as described in the approved plans. . The owner is responsible for submitting a maintenance verification report acceptable to the counry for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the 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 conceming 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, �� Gerard M Swim POWTS Plan Reviewer WI DSPS-Division of Industry Services (608)789-7892 jeri�i:�_i1cvq+.i aov_ GeoMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN � � ' �' INDEX AND TITLE PAGE Owner tnfo . .,a _ Project Name: Volimers & Fay - Eaton Rd _ _ ___ Owner's Name: Jonathan Vollmers & Andrea Fay Owner's Address: 10415 McCiaine Rd Hayward, WI 54843 Property Info Property Address: 11714N Eaton Rd Legal Description: S 4 T 41 N R 9 W Township Lenroot County: Sawyer Subdivision Name: Lot Number: 2 Block Number: CSM#: 8123 Parcel I.D. Number: 014-941-04 5820 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 Distribution media Page 6 System maintenance specifications � Page 7 Management and contingency plan ' _ _ - - Page 8 Pump curve and specifications -�'""r a�� ' License Number: t��a 2$'l � Date: 08/18/2 Phone Number: (715) 558-1138 Signature: Designer Sta State of Wisconsin Approval Stamp: Co�rdtionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DNISION OF INDUSTRY SERVICES Designed Pursuant to the � (_ ,,_ ,�_ Synergy Systems LLC., GeoMat Mound Component Manual (Ed �r �� ` SSWMP Publication 9.6 Design of Pressure Distribution Networks sE E co��tsaor�oEr�cE Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01 , R. 10/12) GeoMat Mound Edition 1 , 2017 Page 1 of 10 Mound and Pressure Distribution Component Design 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(%) 96.53 Installation Contour Line Elevation(ft) , 18.00 Depth to Limiting Factor(in) 1.00 In-situ Soil Application Rate(gpd/flZ) 100.00 Contour Length Available(fl) ____ Distribution Cell Information 3.25 Cell Width(ft)_',_; _ _ _ _'��!( 69.25 Designer Input Cell Length(ft) 2.00 Dispersal Cell Design Loading Rate(gpd/ft2) 69.23 Dispersal Cell Length Required(ft) 2 Influent Wastewater Quality(1 or 2) ressure Distribution lnformation E Center or End Manifold Are the laterals the highest point 1 Number of Laterals in the distribution Y 0.00 Lateral Spacing(ft) neiwork? 14.03 Forcemain Drainback(gal) If N above,enter the elevation(ft) ' 0.50 Forcemain Filter Loss(ft) of the highest point 2.00 Forcemain Diameter(in) � 86.00 Forcemain Length(ft) Does the forcemain drain back? Y � ( 89.00 Inside Pump Tank Elevation(ft) � 0.188 Orifice Diameter(in)(e.g.0.25) 2.00 Est�mateg Orifice Spacing(ft)= 6.62 ftZ/orifice 3.25 Sysiem Head(ft)x 1.3 8.11 Vertical Lift(ft) 0.96 Friction Loss(ft) 12.82 Total Dynamic Head(ft) 56.52 5x Void Volume(gal) 70.55 Minimum Dose Volume(gal) 22.28 System Demand(gpm) iameter Selection Lateral Diameter Selection Manifold Diameter Selection in.dia. o tions choice in.dia. options choice 0.75 ; ' 1.25 1.00 ' 1.50 ' 1.25 ' 2.00 1.50 ' 3.00 2.00 x , x 3.00 x ' ' _ .._ . Manufacturer Information Treatment Tank Information Effluent Filter Information 1000.00' Septic Tank Capacity(gal) Lifetime Filter LLC Filter Manufacturer �Wieser Concrete Products,Inc. 'Manufacturer LT 1B :Filter Model Number Dose Tank Information Gallons/lnch Calculator ioptiuna�; 602.82 Dose Tank Capacity(gaq 602.821 Total Tank Capacity(gal) ' 11.82 Dose Tank Volume(gal/in) ' S1.00' Total Working Liquid Depth(in) ' 'Wieser Concrete Products,Inc. 'Manufacturer 11.82 gal/in(enter result in cell DoseTankVolume) Project: Vollmers&Fay-Eaton Rd Page 2 of 10 � � I Mound Plan View T J �/�� Observation Pipe � _� K 6 A W • I: . . . . . � : — B � � I � � L � _ ..��._. . n . . __.�..,, Mound Component Dimensions A 325 ft E 6.00 in H 1.00 ft K 8.25 ft B 69.25 ft F 15.00 in I 6.75 ft L 85.75 ft D 6.00 in G 0.50 ft J 6.75 ft W 16.75 ft 225.06 (ft2) Dispersal Cell Area 1159.94 (ft) Basal Area Available 6.50 (gpd/ft) Linear Loading Rate 6.93 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View GeoMat Dispersal Area Observation Pipe 12"ASTM C 33 sand as GeoMat required for Geo Mat Distribution Cell component � GeoMat+12"ASTM C-33 sand ;-;�_?f, :.i �,,, ,�� %��z �i,��j 99.28 Finish Grade ,i� ' - �' �%/�� Cover Material 98.11 Lateral Invert Elevation �� '��' �' �'�/i< � //�. 97.03 Dispersal Cell %� �: �: � � Slope 0.0 Elevation j, � '� ' ' �(/;,, ' i ,,, ,�,�,,�, �`�� Contour Elevation 96.53 i��%� ��'"�� Tilled Area i._ii; .: ��,� Forcemain � In situ soil In situ soil _ . S a `ing:�ey I � Topsoil Cap Z Q Subsoil Cap 3 �] ASTM C 33 sand (F) d � ASTM C 33 sand (D) 5 0 Tilled Layer 6 ,�1 Geo Mat See details on page 4 for number,size,and spacing of laterals. Project: Vollmers& Fay-Eaton Rd Page 3 of 10 End Connection Lateral Layout Diagram ... _ __.. __ . _ .._. _.__... _ ___.._ _.__.____ _ __.__. •=Tu'rn•up w/ball valve or cieanouf All orifices point dowo; x '' 15t orifice lo�ated at Z , , P^— M�v ' ' Late als&force mal�of P.VC Sch 40 tler SPS Table Number of Laterals 1 Orifice Diameter 0.188 in Lateral Diameter 2.00 in Orifice Spacing(X) 2.10 ft Lateral Length(P) 69.28 ft Orifices per Lateral 34 Lateral End(Z) -0.02 ft Orifice Density 6.62 ft2/orifice Lateral Spacing(S) 0.00 ft Manifold Lengih 0.00 ft Lateral Flow Rate 22.28 gpm Manifold Diameter 2.00 in System Flow Rate 22.28 gpm Forcemain Velocity 2.28 fUsec Dose Tank Information � -,. ,_ _ _ Locking covcr��ith�carninb labcl. Intking dcvicc and waicr liglil saal _ 4"VcnicJ Corcr Iilcclrical lx�c asprrNliC:00 __..—.__ nnd tiPti 3�G.2R\VA�'r cll-:— 11.i.1'ini>6rJ Gradc- -=�{-1- ,1�1'--��0�� -- ----- 'U__ i_�. _Discuiui�ct / a"Clc;m oul PiP� � �— .-Optional 6ai��1�-c \Vires Prom Glectric sourcc ' -�-�' 1 i� iocmnrul s�x d ol' ,._._ ----_ -'--�--- -_....,-> - eflluintbcin dusrJ �o iio�„1 o ilei Forcemain diameter �••i��i�� uu,u,�_% �� --_L�i 2 in. u�m.• 1 r 13osss�op `,'. a•—.,�si.�uo�� i,.��,� � and�vailzr -._� .1C e..e f r.r oml.� A� Iigh�E,askcl �� \ solidgroundn inPunit'o ��vr u,dr or:�m Sim/TechFilter � ,•�r^��•�•1• STF 100 1/16 Illi�;l��atcrul:�nnl� � & ' :Ii 3 .� Pump On Pluat I !. I � .�. —Pump oK elevation(ft) � Pump OIl'Ploat r " 90.00 I ..�Pmnp E- i 4 �� I �' _Dose tank elevation(fl) �� .... ( as.00 � "13rddin�undrr tan', � �� i i 43��/ Dimension Inches Gallons Wieser Concrete Products,Inc. A 31.03 366J9 Ca acit 602.82 B 2.00 23.64 Volume 11.82 gal/inch C 5.97 70.55 D 12.00, 141.84 Total 51.00 602.82 _._. Filter Manufacturer Sim/Tech Filter � ' Filter Model Number STF 100 1/16 Alarm Manufacturer ,SJE Rhombus � Alarm Model Number'AB ! Pump Manufacturer Liberty Pumps Pump Model Number 283 Pump Must Deliver 22.28 gpm at 12.82 ft TDH Note S�vitche.s conta!ni�g r��e�cury may nct be�.ised in this system Project: Vollmers&Fay-Eaton Rd Page 4 of 10 �eoMat Disteibution Celi Media Layaut 3.25 Cell Width(ft) 1.63 Sidewall to Lateral(ft) Distribution Cell Cross-section Arrangements __ _ _ --�.� _ -- ,- _ __ _ _. ; _ , � , , ,. _ _ , : � � _ _:.. � n n "egend � Distribution Pipe With Pressure Laterai 1.,..! Orifice Shield � Turnup Enciosure ----- Pressure�ateral GeoMat is covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout-Typical 3.25 Cell Width-A(ft) 69.25 Cell Length-B(ft) ' , . _.. , :,;i;�.y � "„ �I - - `t-` - -( — — i � :� � f y�+ri •"�'<tr:_�""�t'y�j-�.'�'�'�+r+t w-�..�r+•+r+'i-r�(,+�+•�.i�+-r `+'t�71 Lr+T,�+-r �.r-}. ��1 i �� i> > c� f, C; fLC �w � _ ) Ci i r C i i, < <..:') _ � . � � _ �_ ..__. ..',r� c i� �� 13_.� :'.."'_ '-5:.._ ... . ii �"_" .�" trt�[ . ii � i, - 4 _ ` Yp ca ` spersal Cell Sand Fill Recommended Distribution Lateral • •� Orifite Shield :� Pipe Dia. �-' Approved Infiltrative Fabric �•� �.::-r vr f•::�-ri ',--�-��' � i � 5t ASi1d33 srvl,•, i � GeoMat �'��. .-.=.- �==.- �-�'� Component � � . I�'. '��itd�tr.nJA.^.TtiC-33.^.a�� -.,� . � Infiltrative Surface/Plow Layer � Ii�itiro Frstrr �.k. servation Pipes , a ng Key . . ,� �Water TiQh[� � �� Topsoil Cap ToiletFlange � a��M�^ �� i - Z � Subsoil Cap � ebar -� � ASTM C 33 Salld (F) �. bts j 4 Q pS7M C 33 sand (D) r�Min �I Install at � �� Tilled Layer � l nd/Geo �1' Min ! 6 � ' �~i Geo MaY ,y �..,., , -�__� , . --�- , � �3/8"1_!.m Di€Fcr_br�' �� (�IATE°C(JJ"ITC1�I�ARI � I , __ � - F . , I II�'1w^l7,iCll.�d�:1FtG�� , � r i _ _ _ __ See delails on page 4 for number,size,and spacing of iaterais. Project: Vollmers&Fay-Eaton Rd Page 5 of 10 ___ ___ __ _ _ _ _ _ ___ _ __ Mound System Maintenance and Operation Specifications Service Provider's Name Travis Butte�eld Phone (715)634-8176 POWTS Regulator's Name Sawyer County SPIA-Zoning Administration Phone (715)634-8288 System Flow and Load Pa�ameters Design Flow-Peak 450 gpd Maximum Influent Particle 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 225.0625 ft2 Maximum FOG 10 mg/L Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL Service Frepuencv Septic and Pump Tank Ins ect and/or service once eve 3 ears Effiuent Filter Ins ect and clean as necessa at least once eve 3 years Pump and Controls Test once eve 3 ears Alarm Should test eriodicall Pressure System Laterals should be flushed and pressure tested every 3 years Mound Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1,have a wate�tight cap and are secured in as shown in the Synergy Systems GeoMat Mound Component Manuai Version 1,2017. 2. Dispersal cell media conforms to GeoMat products approved for use with the Synergy Systems GeoMat Mound Component Manual Version 1,2017. Media is covered with an approved geotextile fabric. 3. All gravity and pressure piping materials conform to the requirements in SPS 384,Wis.Adm.Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail � 6-8"Diameter ' Finished � ^ Threaded Cleanout Lawn Sprinkler Grade Plug or Ball Valve Box , , � � `,Lateral Ends at Last Orifice Where �I � , �� s� � Long Sweep 90 or Two �45 Degree Bends Same j;i �'< � � Diameter as Lateral � ,�:�x � l�i�", � �, , �Distribution Lateral �~ Lateral Cleanout 0.5 Feet Project: Vollmers&Fay-Eaton Rd Page 6 of 10 ( � Mound System Managemer►t Plan ' Pursuant to SP5 383.54,Wis.Adm.Code General This system shall be operated in accordance with SPS 382-84 Wis.Adm.Code,and shall maintained in accordance with its'component ' manuals[Synergy Systems L.L.C.,Geomat Mound Component Manual version 1,2017,Pressure Distribution Component Manual Ver.2.0 � SBD-10706-P(N.01/01)and SSWMP Publication 9.6(01/81)]and local or state rules pertaining to system maintenance and maintenance ' reporting. � Septic and pump tank abandonment shall be in accordance with SPS 383.33,Wis.Adm.Code when the tanks are no longer used 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 entry into a tank or component. Septic Tank The septic tank shall be maintained by an individuai certified to service septic tanks under s.281.48,Stats. The contents of the septic tank shall be disposed of in accordance with NR 113,Wis.Adm.Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet fiiter shali be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed uniess 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 filter alarms 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 ihe liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment,maintenance personnel shali advise the owner as to when the next service needs to be pertormed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank pertormance is generally not required. However, if such products are used they shall be approved for septic tank use by the Wisconsin Department of Commerce. Pump Tank The dosing(pump)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 necessary. If the force main has a weep hole,it should be noted if it is functional during pump operation,and if not,it should be c�eaned. "***No one shou/d ever enter a septic or dose fank since dangerous gases may be present that could cause deafh.**`* 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 4 seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic(other than for f 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(October-February)dictate that the mound be heavily mulched as protection from freezing. Influent quality into ihe mound system may not exceed 220 mglL BODS,150 mg/L TSS,and 30 mg/L FOG for septic tank effluent or 30 - mg/L BODS,30 mg/L TSS,10 mg/L FOG,and 1 D4 cful100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure disiribution 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 3 years_ When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cefl. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner,and any levels above 4 inches considered as an impending hydraulic failure requiring additionai,more frequent monitoring. Continqencv 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 related wiring becomes defective the defective component(s)shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to 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 biologically clogged absorption 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 your local POWTS regulator and service provider. Project: Vollmers& Fay-Eaton Rd Page 7 of 10 � € � � 3 � �� $ U� J O F�y �� !--d1 ' °ber Pum s� �� p - . ; � . . , . ; �� : � � • � � • LITERS pER MWU7E 0 50 100 150 200 250 40 12 10 30 8 � � F. w w W w � - � z z W20 6 � x x d ---- __..__ - --- -- - Q o O ' F- F- �� 4 �a � — -- --- ----___ _ _---- ,o 2 0 -- � 0 10 20 30 40 50 60 70 a��L`i0 S PER MINUTE � _ �� 280 P1 12010/7/2015 �Copyright 2015 LibeRy Pumps Inc. All rights reserved. SpeciLcations subject to change wiihout notice. . Pumps� �� W1000/600-MR _ „4�� TANK SPECIFICATIONS ., � � � � � DIMENSIONS: a °� � � WALL• 2 1/2" ~ 80TTOM: 3" a a � COVER: 5" o � _, MANHOLE: 24" I.D. PRECAST CONCRETE RISER i �/ � HEIGHT; 69 1/2" O.D. ii / \ LENGTH: 114 7/8" O.D. �. WIDTH: 93" O.D. BELOW INLET: 57" O.D. J � � LIQUID LEVEL• 51" a � Q � �24" � � WEIGHT: 12,380 LBS. � � � SYP � INLET AND OUTLET: o \ -� � � 4" CAST-A-SEAL BOOT OR EQUAL N FILTER OR GASKET, CAST-A-SEAL B00T OR EQUAL � � � a BAFF�E / INLET AND OUTLET BAFFLE AND FILTER: m a � � � WISCONSIN, SEE DETAIL #10 � � � (OTHER STATES SEE CHART) Q � ,;; � Q J LIQUID CAPACITY: 19.61 GAL/IN (SEPTIC) � � � 11.82 GAL/IN (PUMP) W n TOP VIEW � � LOADING DESIGN: 8' 0" UNSATURATED SOIL W � � MN TANKS: � � � WILL HAVE ONE VENT OVER OUTLET C � � AND WILL HAVE TWO VENTS IN COVER OVER INLET 0 W � Q a 4" VENT TANK CAN BE USED AS: � Q � � � SEPTIC/SEPTIC, SEPTIC/PUMP � � � OR SEPTIC/SIPHON �� COVER: MIX DE51GN #8 (NO FIBER) 4 = � INLET — TANK: MIX DESIGN #10 (STRUCTURAL FIBER) — � - OUTLET � CUSTOMIZED TANKS: � � _ N FOR CUSTOM TANKS CONTACT WIESER CONCRETE 3 ^� c0 a :� " N �° i� � U cfl `n U - O "� 2 ' � `r `n ? � `n � � O � � Q N I � o Q Z � � � JOB INFORMATION : g � o �„� PUMP PAD o a � CUSTOMER: � � � JOB NAME: � SIDE VIEW DATE NEEDED: SHEET N0. APPROVED BY: ,� APPROVAL DATE: /�F� TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS Ow�e rs� L-�= ��L C� I So✓l4�av� P �o Gl�ters S�w�cr CD•� �-ev�c'oo� Tw� da�n�t'ec�, 1-'1. F�y �PrN: o��_ 441- o�t-sgzo I�L1�(� t�4�S ;n� H�CI�.;�Q f�-1 ,� o� -r- ��,� R oQ� �}4�wLt,r�� (.f�l 5`-18�f3 C�-O'f" Z- CS!-'� 3�F�12-.5 �' 8t�3 s�� t l`t t 4 �1 ��-�� f�. .-.. S rH i'�1't �� " ,f f �.�� =-- � C' i-- ,� / �� r � � �� Sc a.�e � _ '-i d �---" � �5 0 �� so 40 � �'I✓C Fe r:r h � '15 ASTM oi�r �� y p �dn tao; ��(�c-ib.boh 3��P E S; J� ' ` o v� I $" Oo.�,. yupvcS�t� o e w„M�.�.� a�. �b.�8' � '�'L`" .Cfr�nC f , . �' � — Z, -rf�.53� �• 3 � P�°� 3, �b.�`t � 3bd. I . 6 s�.�5 � p��r �'O Se�ec�MOv vl�e�<t/. � - � ; . � � 1�si�e a..�� lv��o� � �otue a.�"1j I^o�C . � � � 't, � � L.c�e �( '�`0 ►v1 e�'� �o L6 e Se�ck5 . � � �- L.ev�� 5:�� t1v CdR�'oVrS � , I : -� iv� sb:� lc5'L� � �'ea-� E � � aN � cT c �o0 0/�o o r�a�. p re�a.b c o..c�v f-�e 5 ccrrn�jtr�a�l� S..P1-;c/�rJ��o }cnlC •L � r�pde by�l�eSt�'�crnc'e;e w! � ' L;CcF�w.e l.T-�/8 F:Jlir �S�+rc) � s;rn►eca, src-,vo F;Ncr' CP`^"f') a�d l.;bt��y �9 3 P`.r-f� t t'(1 y� —�o ?� � �,-�,►� Rd I�� ID.o�� %<'�`'�T�"��;;� PRIVATE ONSITE WAST'E TREATMENT county /j�: ��':�A ;;., ��Sp � �� sYSTEms Sawyer � � s / ( POWTS) �.� .�, �� ;,/ �°"'"="'"' INSPECTION REPON�T Sanitary Permit No: Safety and Buildings Division (ATTACH TO PERMIT) GENERAL INFORMATION �'1 �� Personal infonnation you provide may be used for secondary purposes[Pnvacy Law,s. 15.04(I)(�n)] o� Permit Holder's Name: ❑City ❑ Village [p�Town of: State Plan Transaction ID#: �� UoII�s�A,.,�•reg � Lenc��-F P^'i3-a�a,2r,z !f'�, -c_ Insp BM Elev: BM Descripti n: Parcel Tax No: (ae.a` Na� o- n`�L��..� � �., �'s��. �� l8'' 04k'� drY-- l�(/-6Y-S 8�a TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV Septic - (poo E3enchmark �p�,�� DoSl�g -Cor+�po 6aa Aeration E31dg.Sewer c�,3� r Holding St/Ht Inlet �3,y ' TANK SETBACK INFORMATION St/Ht Outlet `r3.� TANK TO P/L WELL BLDG vENTTo ROAD Dt Inlet AIR WTAKE Septic ��a` {.�` .��j �� NA C)t Bottom �� Dosing « �. « « NA Installation C;ontour Aeration NA Fleader/Man. `� • Holding C�ist. Pipe ��,'7 ' PUMP 1 SIPHON INFORMATION Irifiltrative r ��urface `�7 3 Manufacturer �� Demand Final Grade �'6.�` Model Number �$?j GPM TDH � Lift Friction Loss Sys Head TDH Ft Forcemain L 3� Dia '` Dist.To Weli DISPERSAL CELL INFORMATION DIMENSIONS �N .1 � L p� #of Celis Type of System Distribution Media Manufacturer: ❑ Conv ❑ Aggregate SETBACK OHWM of Nav eo�a�" INFORMATION P/L Bidg Well Waters o IGP ❑ Chamber Model Number: ❑ AG ❑ EZFIow CELLTO .�-_$" ��' �� a,f � Mound � Other DISTRIBUTlON SYSTEM X Pressure Systems Only - - ----- Header/Manifold Distributio Pi e(�S) ,� X Hole Size X Hole � � � Observation Pipes Length � Dia �- Length��g Dia � Spac=_ " g _ __ _ _L p, �$$ Spacin Yes ❑ No SOIL COVER De th Over 2,< De th gver I� Topsoil � 'r _ C�J Yes ❑ No �Yes ❑ p p ,, De th of Seeded/Sodded Mulched � Cell Center � 1 Cell Ed es �- � ( ;yo COMMENTS: (Include code discrepancies,persons present,etc.) �� D6�1`��02.3 - — -- - -� Plan revision required?❑ Yes 0 No �� aY � � /_ �c�,�� w. Use other side for additional information Date POWTS Inspector's Signature Certification Number SBD-6710(R.3/01) AD�ITIONAL COMMENTS AN� SKETCH SANITAAY PERMIT NIJMBEA: �'a-�.� �� ,,�.._., � , _ ; _ _�__ ._.. _.., _.;_ _ : ---- - _. , - .. _., _ .. . _ , : . _ --- -- : . , ._. .;__. "_._..:. .. ..�.. ..y__ .� , . . :. -.... _E - . . ._., . . ... i . .. , �GN : . w� 60� �S �� c� � : �.N � , , ; _ a� ' 3, , ; __ :_ , ___ 6�0 - - - - � � �� ,-� � 3�8�� I �.s�--j,�� a � � — — —, �— � � �gn�, r „�� _ _ J � �� , � � � ��'� � � � ,�� G r� I � � �� ld s e�°---