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Home My WebLink About016-637-16-1101-SAN-2023-139 Department of Safety c°°°ty � ; e s & Professional Services, Sanitary Per�mber(to be filled in by Co.) ` PS , Industry Services Division � - �.� Sanita Permit A lication State Transaction Number 1 rY PP �S -o�a3o(o$q�-C — In accordance with SPS 383.21(2),Wis.Adm Code,submission of this form to the appropriate govemmental unit _ (.A� is required prior to obtaining a sanitary permit Note:Application forms for state-owned POWTS aze submitted to Vrojcct Address(if diffcrcnt than mailing addre,� � the Department of Safety and Professional Services.Personal information you provide may be used for secondary purposes in accordance with the Privacy Law,s.15.04(I)(m),Stats. I.Applicarion Informallon-Please Print All Information Property Owncr's Name Parccl# Property Owner's Mai�ng A dress Property Location Govt.Lot City,State Zip Code Phone Number �_��a,ll '�`_��a, Section __�� _ II.Type of Buil ing(check all that apply) Lot# T N R _E or j�lor2FamilyDwelling-NumberofBedrooms ,3 SubdivisionName �t� Block# ❑Public/Commercial-Describe Use ��1 ❑City of ❑State Owned-Describe Use N� CSM Number ❑Village of _ �To,�,ot� Mea,�c�wb�'c�k III.Type of POWTS Permit:(Check either�°New"or"ReplacemenY'and other applicable on line A. Check one box on line B.Complete line C if a licable.) A. ❑New System �Replaccment System ❑ Other Modification to Existing System(explain) ❑ Additional Pretreatment Unit(explain) B. ❑ Holding Tank ❑ In-Ground ❑ At-Grade $Mound ❑ Individual Site Design ❑Other Type(explain) (conventional) C• ❑ Renewal Before ❑ Revision ❑ Change of Plumbcr ist Previous Pernrit Number and Date Issued ❑ Transfer to New Owner Expiration �J? -a�, �Qp IV.DispersaUTreatment Area and Tank Information: Design Flow(gpd) Desi�m Soil Application Ratc(gpd/sfl Dispersal Area Required(sf) Dispersal Area Proposcd(sQ System Llcvation y5o a..o �zs 3z s 3' Capacity in Total #of Manufacturer Y Tank Information Gallons Gallons Units � U U �, � � New Tanks Existing Tanks 4 o a; � � � %�e e`"o a. U rn ti in w C7 a. Septic or Holding 1'ank 2�Q � x J DosingChamber ?6Q ^►rO ' X �J V.Responsibility Statemeat-I,t6e undersigned,assume responsibility Cor installation of t6e POWTS s6own on the attached plans. Plumber's Name(Print) Plumber's Si* atur� MP/MPRS Number Business Phone Number f��,..r�" ��o„�.� ��— ��`I�� 7i�` ��y-.zis� Plumbcr's Address(Strect,City,State,Zip Code) ��y r 7 r��.r R� �-x� i�� a ��x sy�y� VI.Counfi�*lDepartment Use O y Permit Fee Date Issued Issuing Agent Signature ❑ Approved ❑Disapproved ❑Owner Given Reason for Denial $��'� Condition5�of Approval/Reasons for Disapproval ��,��'`�� I 1 �` ,;, � � � 7 (''� �`3,...u..�,. __w.. `-':,.� ` , n . ,,� �:�at�__ �-��a�� •�� J �=t i E o� ��G� N�` ... �� . __ �� .nk# � - JUL 1 2 2023 G5�- �.3-�g 3 RC�lt#,.�..��?�_�.. ---� � SA�JVY'ER COUNTY I TRATION Attach to complete plans for the system and submit to[he County only on paper not less than S�rz x 11 inches in size � ��!-2.__ I r � �I 2 (�d I��FUIVDS A�rER �olo�- ��``j S SBD-6398(R.03/22) - issuE oF��v;ir Wisconsin Department of Safety and Professional Services - Phone:608-266-2112 Division of[nduscry Services Web:htto:!/dsps.wi gov_ 4822 Madison Yards Way � �� = Email:ds�s aiwisconsin.go_v PO Box 7302 p � Madison,WI 53707 � TOIIy EVCTS�Governor , Dan Hereth,Secretary June 13,2023 CUST ID NO.:224281 Identification Numbers KURT BROWN Plan Review No.:PWTS-062301089-C W 10487 OLD MURRY RD Application No.: DIS-062326607 EXELAND,WI 54835 Site 1D No.: SIT-117136 Please refer to all identification numbers in each correspondence with the Department. ' CONDITIONAL APPROVAL �onditionatty I�PPROVED DEFT.GF SAFETY AND PRCFESSiONAL PLAN APPROVAL EXPIRES:06/13/2025 DIV{SIONOFINRv'S PfsER��ces MUNICIPALITY: ____ --- _ -- ____ SEE CORRES?CND CE SAWYER COUNTY SITE: DAVID DUPEY 1613N STATE ROAD 27 EXELAND,WI 54835 NE,NE, S 16,T37N, R6W FOR: Design Wastewater Flow Value: 450 Geomat Mound Component Manual-5/18/22 Bedrooms: 3 Pressure Distribution Component Manual- Version 2.1 Limiting Factor(s): 12 Inches (May 2022-2027) Maintenance Required: Effluent Filter S1TE REQUIREMENTS • A full size copy of the approved plans,specifications,and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department,which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • A sanitary permit must be obtained from the county where this project is located per Sec.145.19,Wis. Stats. • Prior to the 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.]f it rolls into a'/a-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 untii it dries. • A final 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. OWNER RESPONSIBILITIES • The cunent owner,and each subsequent owner,shall receive a copy of this letter including instructions relating to proper use 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 parts malfunctions so as to create a health hazard,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 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. 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. The Division does not take responsibility for the design or eonstruction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below,or at the address on this letterhead. Sincerely, Fee Required: $250.00 Fee Received: $250.00 q�'� %� �t Balance Due: $0.00 1��'L�i ! ��P�G Refund Ex ected: $0.40 Katie Petzel Division of Industry Services Phone:608-574-1189 EmaiL•katie.petzel@wisconsin.gov GeolU�at MOUND AND PRESSURE DISTRIBUTtON CQIIAPOHENT DESI�N INDEX AiVD TITLE PAGE Owner Info Project Name: David and Janice Dupey Owner's Name: David Dupey Owner's Address: 1613N State Hwy 27 Exeland, WI 54835 Property Info Praperty Address: 1613N State Nwy 27 Exeland, WI 54835 Legal Description: NE NE S 16 T 37 N R 6 W Township Meadowbrook County: Sawyer Subdivision Name: NA Lot Number. Biock Number. CSM#: Parcef I.D. Number: 16637161101 Pian Transaction No.: tndex Pages Page 1 Index and title Page 9 Tank cross sections Page 2 Data entry Page 1Q Site Diagram Page 3 GeoMat mound drawings Page 4 Laterai and dose tank Page 5 Distribution media Page 6 System maintenance specifications Page 7 Management and contingency pian Page 8 Pump curve and specifcations Kurt Brown License Number: MPRS 224281 Date: 06/06/23 Phone IVumber: 715 943 2988 �,: Signature: ``l��iL i�� Designer Stamp: State of Wisconsin Approval Stamp: candirionalry APPROVED �EPT.pF SAFETY AND PROFESSIONAL SERVICES DIVKION OF IN STRV SERVICES DeSigned Pursuant t0 the 5l18l22 SEE CORRESPOND Cc Synergy Systems L.L.C.,GeoMat Mound Component Manual , . SSWMP Pubtication 9.6 Design of Pressure Distribution Networks for ST-SAS(01/81)and � Pressure Distribution Componeni Manual Ver. . , . 2.1 May(2022-2027j GeoMat Mound Edition 1, 2�17 Page 1 of 1� i � � Mound and Pressure Distribution Component Design Site information � R Residential or Commerciai Design N ISD Required? 300.00 Estimated Wastewater Flow(gpd) � 1.50 Peaking Factor(e.g. 1.5=150%) 450.00 Design Fiow(gpd) 4A0 Site Siope(%) 98.30 Instaliation Contour Line Elevation(ft; 12.00 Depth to Limiting Factor(in) 0.60 in-situ Soil Application Rate(gpolft2} 100.40 Contour Length Available(ft) Distribution Cell Information 6.50 Cell t�lidth(ft1 50.00 Designer input Ceil Length(ft} 2.U0 Dispersal Cell Design Loading Rate(gpd/ft2) 45.D0 Dispersal Cell Length Required fft) 2 Influent Wastewater Quality(1 or 2) Pressure Distribution Information E Center or End Manifoid Are the laterals tfie highest point 2 Number of Laterais in the distribution Y 3.25 Lateral Spacing(ft) network? 4 22 Forcemain Drainback(gal} if N above.enter the eievation(ftj 0.50 Forcemain Filter Loss(ft) of the highest point. 1.50 Forcemain Diameter(in) 46.00 Forcemain Length(ft) Ooes the forcemain drain back7 Y 93.30 Inside Pump Tank Elevation(ft) 0.188 Orifice Diameter(in)(e.g.025} 2.00 Orifice Spacing(ft}= 6.50 ft iorifice I 3.25 Syst2m Head(ft)x'I 3 6.0$ VertiCal Lift(ft) 4.26 Friction Loss(ft) 14.09 Total Dynamic Head(ft) 44.Q4 5x Void Voiume(gal} 48.26 Minimum Dose Volume(gal) 32.77 Sysiem Demand(gpm; Diameter Selection Laterai Diameter Selection Manifold Diameter Selection in.dia. options choice in dia- options choice 0-75 1.25 x 1.00 1.50 x x 1.25 2.00 1.50 x x 3.00 2 00 x 3.00 x Manufacturer Information Treatment Tank Information Effluent Fitter Informatioo 3000 00 Septic Tank Capacity(gal} Life�ime Filter LlC Fiiter Manufacturer Huffcutt Concrete, Inc. Manufacturer LT 1!8 Filter Modei Number Dose Tank Information Gallons/Inch Calculator 750.00 Dose Tank Capacity(gal) Total Tank Capacity(galj 20.28 Dose Tank Volume(gaI/in1 Total Working Liquid Depth(in) Wieser Concrete Products, Inc. Manufacturer ��gal/in{enter resuft in cell DoseTankVolume) Project: David and Janice Dupey Page 2 of 10 Mau�td Pian View . . . . . . . . . . . . . T �: 1r�a a:- : . 3 - � � dbservation Fipe : �. : . —� � . . .�. . . . . . . �. . . K : - 6 A W � . .�.�. . . . . . � :_: : : — B f�. . . �:�: : :•: :•:-:�:•:•: :�:�:-: ' :�:� : : �: :•: :�:�:�" : I -: :�: : : :: :•'�:�" ��:�:-: : :�' � :�: : : :�: :-: : :�: : : : : : : :•_�: :�:�:�: :�:��:�: ! . . . . . . . . . . . . . . . . . . . 1—�-- -{— L � Mound Componerat Dimensions P, 6.50ft E 35.12in H 1.40ft K 10.02 �t B 50.00 ft F 14.50 in I 10.12 ft L 70.03 tt � 12.00 in G 0.50 ft J 7.25 ft W 23.87 ft 325.00 (ft) Dispersal Cell Area 830.97 (ft)Basal Area Available 9.�4 (gpd/ft) Linear Loading Rate 5.OQ (ft) 1l10 B Obs. Pipe Pfacement 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 H . G 101.51 Finish Grade - ---. Cover Material 10Q.38 Latera(lnvert Elevation � 99.30 �ispersal Cell ; Siope 4.6 Elevation E Contaur Ele•�ation 98.30 Tiiled Area � Forcemain � in situ soil in situ soil �hac��ng Key a [� Topsoii Cap � � Subsoii Cap 4 � ASTM C 33 sand (F) -t �� ASTM C 33 sand {D) � �� TiSled layer t, � Geo i+�at See details on page 4 for number,size,and spacing of laterals. Project: Bavid as�d Janice Dupey Page 3 of 1� End Connection Laterai Layout Diagram %/ •=Tum-up w/ball valve or cleanout plug � lst o�ce located at 2 ��-j� �l�riflces point down —- - x �-__ ---�'-�---------:_ �------ P Laterais&force main of PVC Sch 40 per SPS Table 384.30-51 Number of Laterals 2 Orifice�iameter 0.�88 in Lateral Diameter 1 50 in Orifice Spacing(X) 2 00 �t Lateral Length(P) 49.00 ft Orifices per Lateral ZS Lateral End(Z) 1.00 ft Orifice Density 6.5G ftz/orifice Laterai Spacing(S) 3.25 ft Manifofd L�ngth 3.25 ft Lateral Fiow Rate 16.38 gpm Manifold Diameter 1.5C in System Flow Rate 32.77 gpm Forcemain Velocity 5.95 ft/sec Dose Tank Information i,.., _,�«.,.��,i:,.�,.,��:i��:_.� � ��.•,��:.,��,,., ._�,��..,_, i .�,,,_�.�� :-,�� ..�,.i�e�;ir,�„��. i��„i,.d<��.�s�� .. .. _. ( ... � � ~Ji.`iJ'lliitt j . 1��_ir.c�,uu I��.G�r . ' �i�,v.,:it.d Ic:ll:�I�. 'd-i'� i.� .rllcctr..,� _._ . .i � .,�,. .�d>p�t•J,. ,-i�l i rii? .al :;,�:,,:,.�!:,,,��,s Forcemain diameter � i„i: r�.!�.: 1.5 in. i;... � � I �. . ;i;,. �i . xi�.. . . - .,,.. �_ ,_n., Q�- tiefii_�ail.rt - .�.. ��n n, . . . Sim/Tech Filter - �� STF 10� 1/16 .�t�_;,�,:nr::t::�:;,• �. — �` Punip(�r,I l��:x� � C ' — .� Pump off elevation(ft) � ��„i.c>>� t�i�,_�i� � .�� , = 94.30 D t ;t.,.,i. �_Dose tank elevadon(ft) . 93.30 � "fi�ltiilifll:ut:�r"L.i i. . .. . . . Dimensio� Inches Galior,s Wieser Concrete Products,inc. A 20.60 417.82 Capacity 750.00 B 2.Q0 40.56 Volume 20.28 galJinch C 2.38 48.26 D 12.OQ 243.36 Total 36.98 750.00 Filter Manufacturer Sim 1 Tech Filter Filter Model Number STF 100 1/16 Alarm Manufacturer SJE Rhombus Alarm Model Number AB Pump Manufacturer Zoelier Company Pump Model Number 98 Pump Must Deliver 32_77 gpm at 14 09 ft TDN Project David and Janice Dupey Page 4 of 10 GeoMat Distribution Celi Media Layout 6.50 Ceti Width(ft) 1.63 Sidewail to Lateral(ft) Distsibution Cell Cross-section ArranqemenYs �. � � Component Legend � Distribution Pipe With Pressure laterai t_.�J Orrfice 8hield � Turnup Enclosure ————— Pressure Lateraf GeoMat is covered with approved geotextile fabric as per the their produG approval. Distribution Ceif Plan View Layout-Typical 6.50 Celi Width-A(ft) 50.00 Celi Length-B(ft} gti� ,4.,,.. ..�. ...,.p .�...4 ..� a.. ...._. .....� ..� .r.�. ....... ..o_ �. _.,..,_ ...... �� ...e � .._..,_. ^. ._ __ ._. � — — _ � �. _.__ Typicai Dispersal Cell � Sand FiII Recommended ��stri6ution Lateral � Orifice Shield RL— Pipe Dia. I Approved Infiltrative Fabric t-..�.��— _ GeoMat �— — - Component o� infiftretive Surface/Plnw tayer Observation Pipes Shad"+ng Key � WaterTi¢M� � � �� Topsoi! Cap ioilecFlar�e �/ 4"Mir �, = � � SUb50i1 Cc-tp qe�,� ? � ASTM G 33 sand (F) '^" -! � ASTM C 33 sand (D) ; r,;,, Installat : � Tiiled Layer —�� /G —�1 Min � ��`a. U � 6 0 Geo Mat See deiails on page 4 for number,slze,and spacing of laferals. � Project: David and Janice Dupey Page 5 of 10 _ -_ Mound SysYem Maintenance and Operation Specifications Service Provider's Name Goiat Septic Service Phone 715 a91 ?12� POWTS Regulator's Name Sawyer Counfy Sanitary and Zoning Phone 715 634 8288 Svstem Fiow and Load Parameters Design Ffow-Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow-Average 300 gpd Maximum BODS 30 mglL Septic Tank Capacity 3000 gal Maximum TSS 30 mg/L Soii Absorptian Componen#Size 325 fi� Maximum FOG 10 mg/L i ype of Wastewater pomestic Maximum Fecai Coliform 10E4 cfu/100 mL Service Frequencv Septic and Pump Tank Inspect and/or service once eve 3 years Effluent Fiiter Inspect and clean as necessary at least once eve 3 ears Pump and Controis Test once eve �3 ears Alarm Should test periodical Pressure System Laterals shauld be ftushed and pressure tested eve 3 years Mound Inspect for ponding and seepage once every 3 years AAisceltaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1,have a watertight cap and are secured in as shown in the Synergy Systems GeoMat Mound Component Manual Version 1,2017. 2. Dispersal cell media conforms to GeoMat produets approved for use with the Synergy Systems GeoMat Mound Component Manuai Version 1,2017. Media is covered with an approved geotextile fabric. 3. All gravity and pressure piping materiais 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 structur2 and other disturbeti areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Laterai Turn-up Oetaii -- __ ___ ___ -------- --- , 6-s"oiameter Finished " Threaded Cleanout Lawn Sprink(er Grade � � Plug or Bali Valve Box Wteral Ends at Last Orifice Where � '�� Long Sweep 90 or Two ��45 Degree 8ends Same ''' Diameter as Lateral i !Distribution Lateral �� La#erai Cleanout � 2.5 Feet � Projeci: David and Janice Dupey Page 6 of 10 i . I I Mound System Management Plan Pursuant to SPS 383.54,Wis.Adm.Code Generat This system shall be operated in accorclance with SPS 382-84 Wis.Adm.Code,and shali maintained in accordance with its'compcnent manuals[Synergy Systems L.L.C.,Geomat Mound Component Manual version 9,20t7,Pressure Distribution Corrponent Manual Ver.2.0 SBD-10706-P(N.01(01)and SSWMP Publication 9.6(01l87))and locai or state rules pertaining to system maintenance and maintenance reporting. Septic and pump tank abandonment shatl be in accordance with SPS 383.33.Wis.Adm.Code wher.the tanks are no longer used as POWTS components. Septic or pump tank manhale risers,access risers and covers shouid be inspected for water tightness and soundness. Access openings used for service and assessment shall be sea{ed 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 shali be secured by an effective locking device to prevent aCcidental or unauthorized entry into a tank or component Septic Ta�k The septic Yank shall be maintained by an individual ceRrfied to service septic tanks under s.281.4$,Stats. The contents of the septic tank shall be disposed ot in accordance with NR 113,Wis.Adm.Code. The operating condition of the septic tank and outlet filter shali be assessed at least once every 3 years by inspection. The outtet filter shall be Geaned as necessary to ensure proper operation_ The fiiter 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 enGosure. If the fitter is equipped with an alarm,the fiiter shatl be serviced if the alarm is activated continuously. intermittent frfter alarms may indicate surge flows or an impending continuous alarm. The septic tank shaii have its contents removed when the volume oi sludge and scum in the tank exceeds t/3 the tiquid 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 as to when the next service needs to be performed to maintain less than maximum scum and siudge accumulation in the iank. The addition of biological or chemical additives tq enhance septic tank performance is generaily not required. fiowever,if such products are used they shali be approved for septic tank use by the Wis:onsin Department of Commerce. Pumo Tank The dosing(pump}tank shall be inspected at least once every 3 years. Ali switches,alarms,and pumps shall be tested to verify proper operation. If an effiuent fifter is instalied within the tank it shal�be inspected and serviced as necessary. if the force main has a weep hoie,it should tre noted if it is functional during pump operation,and rf not,it snould be cleaned. ""*IVo one should ever enter a septic or dose tank since dangerous gases may be presen!fha!could cause death.***` Mound and Pressure Distribution Svsiem No trees or shrutrs should be pianted on the mound. Ptantings may be made around the mound's perimeter.and the mound shall be seeded and mulched as necessary fo prevent erosion artd to provide some protection from frost penetration. Traffic(other than for vegetative maintenance)on Yhe mound is not recommended since soil compaction may hinder aeration of the i�filtrative surface within the mound and snow compaction in the winter will promote frost penetration- Co1d weather instailations(Odober-February)dictate that the mound be heavily muiched as protecYion from freezing. Influent quality into the mound system may not exceed 220 mg/l BODS,150 mglL TSS,and 30 mg/L FOG for septic tank efEluent or 30 � mg/L BODS,30 mg/L TSS,10 mg/L FOG,and 1Q'cfu11 QQ ml for highly treated effiuent. Influent flow may not exceed maximum design ftow specified in the perrr�it for this instaifatio�. 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 feast once every 3 years. When a pressure test is performed it shoutd be compared to the initial test when the system was installed to determine if orifice cfogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dfspersal cell shaii 4e cfiecked for effluent ponding. Ponding ievels shall be reported to the owner,and any levels above 4 inches considered as an impending hydrauGc failure requiring additionai,more frequent monitoring. ConYinqencv Pian !f the septic tank or any of its components become defectNe the tank or component shall be repaired or repiaced to keep the system in proper operating conditicn. If the dosing tank,pump;pump controls,alarm or related wiring becomes defective the defective compone�t(s)shall be immediafely repaired or replaced with a component of the same ar equai performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface,it wilf be repaired or replaced in its'present(ocation by inereasing basa!area if toe leakage occurs or by removing biologically clogged absorption and dispersal media,and retated piping,and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this pian for the name and telephone number of your local POWTS regulator and service provider_ Project: David and Janice Dupey Page 7 of 10 TQTAL DYN�MIC HEAD � � � "' �' °' �iETERS --i D � '- --, � N N FEET � � � � c�-� o cr� o cn o � � �� 0 ��. _ � N O � ;;i'Y � .>` � � �r>� -ri o ,�`�4� � r �F � �� -v �, �� T! � � � m o ��-� r O � � z � �� c o D I m �� z i � m � n I N O � : I .p C , O .f>A� /'� �3 � � O m i W O �� WLP750-MR TANK SPECIFICATIONS � � � - � O a a i DIMENSIONS: � ~ � o WALL: 2 1/2" a a BOTTOM: 3" h" CAST-A-SEAL--� 4" CAST-A-SEAL COVER: 5" MANHOLE: 24" I.D. PRECAST CONCHETE RISER � �'�' �:� HEIGHT; 54" � „% / �`�� OUTSIDE DIAMETER: 7'-0" � �� `� BELOW INLET: 42" � �� n� m`l'yQ• \�� LIQUID LEVEL 37" � " ��-�`� � ��-�`�� WEIGHT: 6,150 LBS. � ^ 1� � I � INLET AND OUTLET; i� � � E �� _'� � _�a�� 4" CAST-A-SEAL BOOT OR EQUAL GASKE7 0 0 ��,\y FILTBEA OE \ �� INLET AND OUTLET BAFFLE AND FILTER: �;; � � � ' `y\\\ „' WISCONSIN, SEE DETAIL �l10 a a �' w ,�r' (OTHER STATES SEE CNART) v"i o o � I ---' o LIQUID CAPACITY: 20.28 GAL/IN � � IQp VIEW HOLDING TANK: W�,. � OUTLET HOLE PLUGGED ACTUAL CAPACITY: 790 GALLONS � � � � � � LOADING DESIGN: 8'-0" UNSATURATED SOII � � Q� Z I w o � a TANK CAN BE USEO AS: ¢ � N � � SEPTIC / HOLOING / PUMP OR SIPHON � o� I �w COVER: MIX DESIGN �{8 {NO FIBER) e� 3 �0�, , I � TANK: MIX DESIGN �j10 (STRUCTURAL FIBER) W � �— ' � � CUSTOMtZEO TANKS: � �- ____ __-_ _� FOR CUSTOM TANKS CONTACT WIESER CONCRETE � 3 � INLET�, -- _ _ _ _ _ OUT�ET �� t i Q 1 . , �� - �� c � I ^ V . _..J , '� �<} I� M � a x � a � � � .I�_ I �ct I � Z .. zz,� ` --�------r '^ -�� . PUMP PAD REVIEWED BY a � � REviEW DATE '�'� a ' w DRAWINGS SUBMITTED N � sioE w�w FOR APPROVAL APPROVED BY: SHEET No. APPROVAL DATE: � � ---- OF TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS PRODUCTS NEEDED BY: j � � .�.�....�.� PROJECT DESIGN FLOW=450 GPD DAVIDAND JANICE DUPEY SfTE IS CURRENTLY BEING SERVED WITH A 3,000 GAL.H/T. THE H/T 1613N STATE HWY 27 WILL BE CONVERTED TO A SEPTiC TANKAND CONNECTED TO A EXEIAND.W�54835 PUMP TANK- 35.97 Acres per Sawyer County GIS � NE,NE,S16,T37N, R6W SIGNED: ,f�:' . .•L- TOWN OF MEADOWBROOK MPRS N SCALE: 1"=40' 0 i A � bo �0 WOODED AREA YARD PROPOSED � 9fi.6' 97.6' gg.g' PUMP TAtJK = 1 1 1!2"DIA. : HQUSE FORCE MAIN �� B-2 O WELL B-1 Q: EXISTWG 3,000 GAL.H/T (WILL BE CONVERTED TOA SEPTIC TANK) i MOUPJD B_3 #1693N .t ? 4n° O WORK DR.WAY • — BM SHOP ELEVATIONS BM=100.0',NAIL fN 18"DIA.MAPIE TREE. ST HWY 27 B-1 =97.4' B-2=98.6' B-3=98.6' SURFACE AT PUMP TANK=98.8' PUMP DEPTH=98.8'-2'-3.5'=93.3' HOLDING TANK IS APPROXlMATELY 5'- 6'ABOVE PUMP TANK. UPSLOPE CONTOUR OF MOUND DISPERSALAREA=98.3' TOTAL MOt1ND DIMENSIONS=24'x 70' DISPERSAL CELLS=6.5'x 50' I �