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Home My WebLink About004-838-34-2102-SAN-2023-010 ,�� County �� = ' Industry Services Division sawyer '> D _ 1400 E Washington Ave ' ,S p S P.O. Box 7162 Sanitary Permit Number(to be filled in b} � Madison,WI 53707-7162 � �3 G� j 3 � �, ,. W Sanitary Permit Application State Transaction Number � In accordance with SPS 38321(2),Wis.Adm.Code,submission of this form to tlie appropriate govemmental unit � � is required prior to obtaining a sanitary permit. Note:Application forms for state-owned POWTS are submitted to '-' the Deparhnent of Safety and Professional Services. Personal information you provide may be used for secondary P�oject Address(if different than mailing � u oses in accordance with the Privac Law,s. 15.04 1 m Stats. NA 1. A lication Information-Please Print All Information Property Owner's Name Parcel# JAH Construction 004838342102 Property Owners Mailing Address Property LocaTion 16071 3'�St Govt.Lot Ciry,State Zip Code Phone Number NE'/<,NW'/<, Section 34 Haywazd,WI 54843 (circle one) T38N ; R8EorW II.Type of Building(check all that apply) � Lot# � I or 2 Family Dwelling-Number of Bedrooms Subdivision Name ❑Public/Commercial-Describe Use Block# ❑ City oY' ❑State Owned-Describe Use ❑ Village of CSM Number � Town of Couderay II1.T e of Permit: Check onl one box on line A. Com lete line B if a licable A. � New System ❑ Replacement System ❑ TreatmendHolding Tank Replacement(h�ly ❑ Other Modificaiion to Existing System(explain) B ❑ Permit Renewal ❑ Permit Revision ❑Change of ❑Permit Transfer to New List Previous Pemlit Number and Date Issued Before Expiration Plumber Owner — N.T e of POWTS S stem/Com onenUDevice: Check all that a t �Non-Pressurized ImGround ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound>24 in.of suitable soil ❑ Mound<24 in.of suitable soil ❑ Holding Tank ❑O[her Dispersal Component(explain) �Pretreatment Device(explain) Geomat V.Dis ersal/Treatment Area Information: Design Flow(gpd) Design Soil Application Dispersal Area Required(sfl Dispersal rea Proposed(sY) System Elevation 150 Rate(g dst)� ]87.5 �� I 87.5 �� 96.9 .8 ` VI.Tank Info Capaciry in Total #of ° ° 9 � Gallons Manufacturer � � v � ;, y N Gallons Uni[s ;? o � � :; � � c° New Tanks Existing Tanks a U cn v, cn u- C7 �- Septic or Holding Tank 840 840 1 W ieser � ❑ ❑ � Dosing Chamber 500 500 I Wieser � ❑ ❑ ❑ ❑ VII.Responsibility Statement- 1,the undersigned,assume respons' lity fo nstallation of the POWTS shown on the attached plans. Plumber's Name(Print) Plumber's Signature MP/MPRS Number Business Phone Number Dan Burch 253808 715.416.1642 Plumber's Address(Street,City,State,Zip Code) 1118N Front Street Spooner W I 54801 VIII.C nt /De artment Use Onl �p� ❑ Disapproved Permit Fee Date Is ed I�g A�gent�S' n t re . y � �,� ,�3 ❑ Owner Given Reason for Denial $ �� IX.Conditions of Approval/ReasonsSor Disapproval �I�� '.� '��1 ��{/�� ,�.�"�...�_ U �,�+ � �, �-,� ��:,..�.�.. . . FEB 0 6 �a23 O; t � ��"�, �� ;`�,,.�,' , �-��' -� ---" JAN 17 2023 1,� �.� � 1 �, , -�,, Attech to com lete lans for the s stem d submit to t e ounty only o+J a r ^ ��hes in si e p P y Zp^�;, G A�� SqWYER COUNTY �S J �'�� `' N�J R�FJhDS AFTER ZONlNG ADAALNISTRATIOI� SBD-6398(R03/1 ) `"�y s�y ISS�JE OF PE�SE�IT GeoMat IN GROUND AND DOSING DISTRIBUTION COMPONENT DE IGN �_- INDEX AND TITLE PAGE Owner Info Project Name: JAH Construction GeoMat Owner's Name: JAH Construction Owner's Address: 16071 W 3rd St Hayward WI 54843 Property Info Property Address: NA Legal Description: NE NW S 34 T 38 N R 8 W Township Couderay County:Sawyer Subdivision Name: Lot Number: Block Number: CSM#: Parcel I.D.Number: Tax ID 44574 Plan Transaction No.: Index Pages Page 1 Index and title Page 9 Plot plan Page 2 Data entry Filter specifications Page 3 GeoMat dist.cell drawings&calculations Page 4 Lateral and cell cross section Page 5 Management&contingency test Page 6 Maintenance&specifications Page 7 Tank cross sections _ -- Page 8 Distribution media Dan Burch License Number: a�3$O� Date: /-� 3��• �� Phone Numbec �rry�6 iGy,t Signature: Designer Stamp: State of Wisconsin Approval Stamp: Designed Pursuant ro the GeoMat In Ground Component Manual Ver.June 26,2018 Version Page 1 of 10 In Ground and Dosing Distribution Component Design i.�e�::�: , 1r: �«,itnF�i Site Information R Residential or Commercial Design N ISD Required? 100.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1 .5 = 150%) 150.00 Design Flow (gpd) 0.00 Site Slope (%) 96.90 Prop. System Elevation (ft) 38.00 Depth to Limiting Factor (in) 0.80 In-situ Soil Application Rate (gpolftz) 98.00 Lowest Original Grade Ele. In System Area (ft) 98.00 Highest Original Grade Ele. In System Area (ft) 94.84 Limiting Factor Elevation (ft) -0.40 Depth Below Grade Distribution Cell Information 3.25 Cell Width (ft) 1 Number of Cells 2.00 Dispersal Cell Design Loading Rate (gpd/ft2) 2 Influent Wastewater Quality (1 or 2) Distribution Information E Center or End Manifold, Dist. Box or Drop Box 1 Number of Laterals System dosed Y � 0.00 Lateral Spacing (ft) � 4.59 Forcemain Drainback (gal) Does the forcemain drain back? Y 0.00 Forcemain Filter Loss (ft) r1.50 Forcemain Diameter (in) � 50.00 Forcemain Length (ft) 86.00 inside Pump Tank Elevation (ft) 3.50 System Head (ft) x 1 .3 13.00 Vertical Lift (ft) 1.39 Friction Loss (ft) 17.89 Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm) 19.59 Minimum Dose Volume (gal) 15.00 System Demand (gpm) Manufacturer Information Treatment Tank Information Effluent Filter Information 840.00 Septic Tank Capacity (gai) Polylok Inc./Zabel Filter Manufacturer Wieser Concrete Products, Inc. Manufacturer 3014-525-1/16-10,000 GPD Filter Model Number Dose Tank Information Gallons/lnch Calculator (optional) 500.00 Dose Tank Capacity (gal) Total Tank Capacity (gal) 11 .82 Dose Tank Volume (gal/in) Total Working Liquid Depth (in) Wieser Concrete Products, Inc. Manufacturer �� gal/in (enter result in cell DoseTankVolume) Project: JAH Construction GeoMat Page 2 of 10 In Ground Plan View Il -- .��;ll11 �='�;=.�c��v:C;�s ,��::: :::'� :::o�o�so�tr �.:. :...:.:...:.:. �' o�o�o�o�o 0 0�0 0 0 0�0�o�o�B�o��o o��o�o°o�o��o 0 0�0 0 0�0�0�0 0 00 0 0 00 000 00 :� - 00 0o�000g0000000�o o%�oo�oogo�o� ��Y��. a°�°�°�°°°��°o°�°� ' �°��.�.,�°:o'��-,°��°� -� �o 0 o a� �o o : alculations I ft A 325 ft Basal Area Required 187 5 ft` K 1 ft B 30 ft Basal Area Pro osed 187.5 ft S 0.00 ft L 32 ft W 6,25 ft Basal Area Calculation GeoMat Dispersal Cell Basal Area Calculation GPD Loadin Rate GPD Loadin Rate 150 0.8 gal/sq FVtlay 150 2.00 gal/sq ft/day Total 187.5 ftz Total 75 ft2 Proposed 97.5 ft2 Number of Cells 1 GeoMat Width 3.25 ft Cell Length ft Lineal Feet of GeoMat Required 23.1 Min.Cell Len th 23.1 ft Lineal Feet of GeoMat Proposed 30 Cell Spacing 0.00 ft NOTE�Min S dimension=1' S siem Elevation 96.9 ft Limitin Factor 94.84 ft Separation 2.06 ft 2'Min Directions Play with cell length to get desired cell spacing,length acd width. Remember system SHOULD be longer than it is wide. It must also Satisfy basal loading rate and GeoMa cell loading rate. Project: JAH Construction GeoMat Page 3 of 10 End Connection Lateral Layout Diagram _ � Hole spacing is every 12" , 1/2" hote at 4 & 8 O'clock, starting 4 O'clock 6"from end and 8 O'clock Holes at 12"from end. Lateral Spacing 0.00 ft Pipe Diameter 4.00 in Distrib n eli ross ection 98 ft �'inichrd C:nAc � `r ` Y Y '� r`+ Y `\ I��,` .� ? � . '. . . , 12��8�� BaclfiG'� -`V . �i�� \� j��_ -- $�E CAtC TOOO�mlLdEd, . : . , . _. . . T � � � �� YC X 4 in —► pjpe Di1. . • . ' �„u , . . . , ��F�b[ie . . _A vca �:- - Top of geomat to be at . - ��T or below original grade � � � 2,p�-�,�33 �+� I � I , I � I � I Camp�S I I I , I � �g��S� _ - � �NATIVE�SOi�G. � - �� ' � � � � � � _. �— .� � � � � ,- L�.i�F�sor 38� �rr b ion ipes �� 96 f � °ids �� A� I X\� 4•Nin I1a �\p� 12" Min.� ,I �X � 48" Max. �� I � � To��ct I'�ar, c , Rcbar �flSC. �g� � wmur �:,. -, We'fias �OBfA(AI' ._� _- " _ ' = - ._ � i i i i i,i-i�i, .. . .,:-._4�- ' i i i � i �i i i i i �i i i i�i i i i i i � i i i i i �i i � i i i�i��ii�i�i�i i i i � i i, . i : i i i � i i � i i i i i i � i i�i � i i i � i i i i i i i i i i i � 'i � � ' � i � iiiii � iiiii ii iii � iiiiiii ii �� '�'�'i'��,� i � � i � i i'�'i i i i i i i � i i i i'i'i � i i�i�i�i�i��i�M1VAZ'r1CQASEi�i' i i i i i �, i i i i i'i i i i � MmD4 i'i i i i i i i i i'i i i i i i � � � � ii � � iii � ii � iiiiiiiiii � iiii � i'i��i�� i i i i i i i i i i i i i'i'i'i � i � i i i t i i � i i i i i i i i � i� i i i i i i i � i i � i i i i � i i i iiiii � � iiiiiiiiii � � iiiiiiiiii , i � iiii � iiii � ir iiiiiiiiii � ii � iiii � i iii � � � ii � i � � iiii � iiii � iiii � iiiiii � iiiiiiiiiiiiiiii � iiiiiiii � iiiii 11111111111111111111111111i11111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIII � IIIIIIIIIII111111111111111111111111111111 11111111111111111111111111 � 1111111111111111111 � 111111111111111111 II1111111111111111111 I11111111111111111111111111 11111111111111111 � 111 111111111111111111111111111 ii � � i � � iiiii � i � � iiiiil2•A97tdP33�mAwAQ iiiiiiiiiiii � iiitiii � iiiiii i � iii � iii � iiiiiiiiiii iiiiiiiiiiiii � iiiii � i � i � iii � iiii � iiiii � i � iiiiiiiiiiiiiiiiiiiiii � iii � iiiiiiiii � iiii � � � i � iiiii iiiiiiiiii � iiii � iiiiiiiiiiii � iiiitiiiiiiiiiii � iiiiiiii � ii � iiiiii � i�i�i�i�i�i�iii�iii i�i�i��i�i�iiiii�i�i i�i i i�i�i�i i ��i�ii�ii�i��ii�i�i�i�i�i��i��ii�iii��i��i'i�i��'� 96.9f � � � � � � � � � �'� � � � � � � � � � �'� '�'� � � '�': � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � Project: JAH Construction GeoMat Page 4 of 10 Notes/Maintenance Requirements MANAGEMENT PLAN This private onsite wastewater(POWTS)has been designed,and is to be insialled and maintained in accordance with SPS 383,Wis.Admin. Code,the in-Ground Soil Absorption Component Manual for Private Onsite WastewaterTreatment Systems Version 2.0 SPS-10705-P (N.01/01). GeoMat in ground Component manual Version 1. 1.This POWTS has been designed to accommodate a maximum daity Flow of �5�ons of wastewater per day. The quality of influent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following. A monthly average of 30 mglL fats,oil and grease A monthiy average of 220 mg/L BOD5 A monthly average of 150 mg/L TSS Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement standards and preventative action limits specified in ch.NR 140Tables 1&2 at a point of standards application,except as provided in DSPS 383.03(4),Wis Admin.Cade. 2.The owner of this POWTS is responsible for system operation and maintenance. 3.Defects or malfunctions identified during maintenance described above shall be repaired in conformance with SPS383 Wis.Admin.Code, and the pertaining county Private Sewage Systems Ordinance. The user's manual,provided to the owner of the POWTS includes the names and telephone numbers of the properly licensed individuals to contact for such repairs, 5.No product for chemical or physical restoration or chemicai or physical procedures for POWTS may be used unless approved by the Dept. of Commerce in accordance with SPS.384,Wis.Admin.Code. 6.If the POWTS is replaced,or its use discontinued,it shall be abandoned in accordance with SPS 383.33,Wis.Admin.Code. NOTES Two Efftuent Filters to be installed where possible 1 to be installed in ST,and or 1 in pump tank in order to insure particle size less than or equal to 1l8". Filters should be cleaned once in spring,and once in tall.Also,strainers in sinks in the buiiding shall be maintained,so that solids and fats are minimized to flow into system. A minimum ot 2 observation pipes per cell shall be instalied.These pipes shall be located approximately at the end of each cell. The plumber,or county shall see to it that a copy of these plans including this page,maintenance folder,and maintenance agreement is given to the homeowner. This system may contain a dose chamber. If a pump,Float,electrical outage causes the dose tank to fll,the homeowner should see to it that the effluent level in the tank is brought down gradually and not all dosed to the system at once. One large dose could cause damage. Contacl a pumper or your installer if this problem occurs. The homeowner is responsibie for formulating a water conservation plan that will ensure the system is rarely overloatled. I.E.spread laundry out over time,not 6 loads in 2 hours,while everybody showers,and uses the toilet,ETC. CONTINGENCY PLAN FOR COMPONENT FAILURE A.Septic Tank.Any structural faiNre resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank component. Leaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water- tight. B.Outlet Filter.The outlet filter shall be repiaced or repaired when it is either no longer capable of preventing the discharge of particles larger than 1/8 inch or when it has become permanenily degratled by clogging so as to interfere with the tlesign flow out ot the septic tank. C.Dosing chamber and pump.The dosing chamber shall be replaced if any structurel failure is found.Leaks in joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to makejoints watertight The pump and controls shall be replaced when Ihey are no longer capable of functioning according to the design plan. D.Pressure Distribution Piping.Partial clogging of the distribution nerivork may result in unduly long dosing cycles.The ends of the distribution laterals may be exposed and the threaded end caps removed.The piping can be disconnected on the outlet end of the pump. The distribution piping may then be back flushed to cleanse any accumulated matter from ihe piping.It is recommended that the dosing chamber then be pumped by a licensetl plumber. E.Soil Absorption Cell.The discharge of sewage or wastewater to the ground surface is strictty prohihited due to the human health hazard created by the effluent.All faiWres created by surtace discharge shall immediately be reported to the appropria[e couniy.The pump shall then be immediately disconneded to prevent further discharge to the ground surface via the soil absorption cell.The existing septic tank and dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved.The replacement shall be initiated only aRer any necessary plan approva�s have been obtained from the appropriate plan review authority and the required sandary permit is obtainetl from the county. Project: JAH Construction GeoMat Page 5 of 10 In Ground System Maintenance and Operation Specifications Service Provider's Name Dan Burch Phone 715.416.1642 POWTS Regulator's Name Sawyer County SPIA-Zoning Administration Phone (715)634-8288 Svstem Flow and Load Parameters Design Flow-Peak 150 gpd Maximum Influent Particle Size 1/8 in Estimated Flow-Average 100 gpd Maximum BOD5 30 mg/L Septic Tank Capacity 840 gal Maximum TSS 30 mg/L Soil Absorption Component Size 97.5 ft� Maximum FOG 10 mg/L Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL Service FrequencV Septic and Pump Tank Ins ed and/or service once eve 3 ears Effluent Fifler Inspect and clean as necessa at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test periodicall Pressure System Laterals should be flushed and pressure tested eve 3 ears In Ground 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 watertight cap and are secured in as shown in the GeoMat In Ground Componenl Manual Ver. March 20, 2017. 2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component Manual Ver. March 20, 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. Scarifcation of basal area is accomplished with a rake or other tool. 5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn•up DeWil 6-8"Diameter Finished Threaded Cleanout Lawn Sprinkler Grade \ Plug or Ball Valve Box \ � Wteral Ends at Last Orifce Where Long Sweep 90 or Two ��45 Degree Bends Same Diameter as Lateral Distribution Lateral Lateral Cleanout 96.9 Feel Project: JAH Construction GeoMat Page 6 of 10 Laking covcr wilh waming labcl. locking dcvicc and welcr Iigh1 unl 6lcclricalbox � �"VenledCo�cr • ns per NI;C S00 Finishcd G d i i ond Si5 314.28 W� �c.-�' "Clean oul Pipc -- 1 �Oplionol WI v ve Wircs From Gleclric sourcc I �o convol s of "�" e111urn�Min d�+s� �"Inlct Op�ianol Ilc� a'"k � Forcemain diameter Bossstop J•nsrbUo) pipcio� 1.5 Ifl. and water rntme foma in omo T tightgaslut u��iagrounJ Fu� W.ap M1ok w am a�M�n J.+�i.< iigh welcrulorm I � ump On floot � r c C Pump 00'1'loa� � 1�,�nr � �_ pump oR ekvetion(R) � ; 87.00 114wk 1 "f3eddin undcr ian �_�se tank ebvatlon(R) • 86.00 Dimension Inches Gallons Wieser Concrete Products, Inc. A 26.64 314.93 Ca ac' S00.00 B 2.00 23.64 Votume 11.82 gal/inch C 7.66 19.59 D 12.00 141.&4 � Total 42.30 500.00 Filter Manufacturer Filter Model Number /�� Enter manufacturer's name � � Alarm Manufacturer SJE Rhombus Alarm Model Number A8 �� Pump Manufacturer Zoeller Com any � Pump Model Number �52 Pump Must Deliver 15.00 gpm at 17,Sg ft TDH Note: Switches containing mercury may not be used in this system. Project: JAH Conshuction GeoMat �. ,,, Page 7 of 10 �,,.,��],, . ��Ny � �r � �' J � nr-i t rJ ,�� FEg 0 � , ?023 SA'rUy- Z�NING AGM;N,nuPv`;'v STqAT�q�y GeoMat Distribution Ceii Media Layout 3.25 Cell Width (ft) 2.63 Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements . � - omponen egen _ O Distribution Pipe 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) 30.D0 Cell Length -8 ((t) End Connec^ori ;ateral tayout Diag�am �� r�. �.�r �� .... � .�� .� ��- � T'��: p Ce p9 e e 1 ._ ��th�d r,ra�� `r�YY � ��Y � :� .-.`•. _ _' �.: . . Qi�ation . � Becktill � �.tLQEI T.CYr� S+md Carac ieoommmded 12"-48 N a p�� ' � i�;u \ .'' � . � .��i Fa�br4c� � . . A PWe I�_' '— . 1' - - - ��GEO MAT I � I I � I 2'ASTM 33 cx� � i � , 1 � I � I Coa� � _ = = = � � � = = = = = = = — _ _ _ = IafiltrstiveScufaee _ _ _ _ _NAT[VE .SOIL- - J � � � r -- - - � � � � � � � � �taAF� See details on page 4 for number, size, and spacing of laterals. Project: JAH Construction GeoMat Page 8 of 10 CHECK BOX A$APPIICABLE. CHECK BOX AS APPLICABLE. �✓ SOIL EVALUATION o Scale:130 so� 45 � Q SYSTEM PAGE 2 OF SITE MAP � PLOT PLAN PROJECT NAME: oesicN F�ow�. 150 GPD �s' JAH Const.GeoMat Attach design flow calculations for commercial plans. PROJECT ADDRESS: N/A � Pipe Matenal/ASTM Standard(Tables 384.303&384.30-5) N sa��rysewe�:Sch 40 PVC � BM Symbol:� BM Elevation: �� FT force Main� / BM o��Pr,o,,, Nail in 12"Oak sio e�raalem% mamaie�onn ey IMPORTANT: P O �$ Weu Symba(nappticabie)�. � a�awm9 a�e�row Show ground elevation contours at suitable intervals. of iesled Area: on Ne approprite lirie. ��fs�-� L/ �� 51��r�- 9;j �\�� ,f`( ��% a3'� � `�� , - ' � � =� � . b,�p a$ - . r , � ��Gr 4� � . ��Qo � ' - ' ��a � �`� �'� �d"o�(�� _ �� . . � � _ _ �� _ �3— - �� y V` �J \ I �L j � �\ ; �,�'`� � � a�� `�� 1 ��o �,5 \�� L W840/500- MR TANK SPECIFICATIONS � � � 9'-5�.,_ � o o a a � DIMENSIONS: � o 4" CAST-A-SEAL 4" CAST-A-SEAL WA��' 2 9/16A a � BOTTOM: 3" ,.----_�=;\\ COVER: 5" �;; �%'� � MANHOLE: 24" I.D. PRECAST CONCRETE RISER a 'i'� �jj� � �`�� HEIGHT: 59 1/2" o ��/ a �ii� � \�� LENGTH: 9'5 3/4" w � i ��L�Q . i�ii . �� WIDTH: 7 -9 � ��'-' � �'-'��i � �'—`��i� BELOW tNLET: 48" - o� � �� d LIQUID LEVEL: 43" � � � / � � � � WEIGHT: 11,150 LBS. -- a o 0 r � \ � -�/ \� � I I� \� ��1I n 3 � o � � � � �� INLET AND OUTLET: � o i \�� FILTER OR i��i �� 4" CAST-A-SEAL BOOT OR EQUAL GASKET � m o � ��` BAFFLE �i i� �i� w z a `�� rii ��;' INLET AND OUTLET BAFFLE AND FILTER: � � Q J \`��_ �� -'� WISCONSIN, SEE DETAI� #10 �n o o � ____-�i.r�-=,, -- (OTHER STATES SEE CHART) V J o LIQUID CAPACITY: 19.61 GAL/IN (SEPTIC) ~ � TOP VIEW 11.82 GAL/IN (PUMP) � � V Y CO LOADING DESIGN: 8'-0" UNSATURATED SOIL CQ � � TANK CAN BE USED AS: L'1 0 � o SEPTIC/SEPTIC, SEPTIC/PUMP, a N � � � � OR SEPTIC/SIPHON o I Q � 4" VENT r � COVER: MIX DE51GN #8 (NO FIBER) � _ � � � TANK: MIX DESIGN #10 (STRUCTURAL FIBER) W � �n � � ---- ---- --_- CUSTOMIZED TANKS: � `D � FOR CUSTOM TANKS CONTACT WIESER CONCRETE � 3 INLET - _ OUTLET cn - - - - II I. � Q � 1 _ � � _ � � rQ '-'�' U I ^*`+ I I iM -� I U f.,� �t a � Q- J � � � � I d- � I I � U I � d� � � Q 1 I I � � Y � � 2� I--�-- I• I � � Q , 1�--- - ------� �� - -� � � REVIEWED BY o c� ;.,� PUMP PAD REVIEW DATE � w 3 N �IDE VIEW DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: SHEET N0. APPROVAL DATE: � � OF PRODUCTS NEEDED BY: / � TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS � � � w PUMP PERFORMANCE CURVE MODEL 151/152/153 50 14 45 153 12 40 0 35 _ �� 152 � 30 � ¢ 0 8 25 151 � � � g 20 15 4 10 - 2 5 I 0 10 20 30 40 50 60 70 80 90 100 GALLONS LITERS � 40 80 120 160 200 240 280 320 360 FLOW PER MINUTE oiasos