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HomeMy WebLinkAbout012-640-20-5407-SAN-2022-086 �`"'"`� Industry Services Division County � /:';==—�, �;,• �;� \; 4822 Madison Yards Way Sawyer � ���� 0 Madison,WI 5370� � �> � $p , Sanitary Pennit Number(to be filled in b� �� ' � S '\.Ji P.O.Box 7302 Q �`—'�`' Madison,WI53707 � .��� �i D � �fr i. �r111\�l% � ` Sanitary Permit Application I State Transaction Number o �-- 1�-.1 In accordance with SPS 38321(2),Wis.Adm.Code,submission of this form to the appropriate govemmental unit � is required prior to obtaining a sanitary permit.Note:App]ication forms for state-owned POWTS are submitted lo Project Address(if different than mailing � the DepaRment of Safety and Professional Services.Personal information you provide may be used for secondary ���..River Road ��� purposes in accordance with the Privacy Law,s. 15.04(1)(m),Stats. I.Application Information-Please Print All Information � � Property Owner's Name Parcel Menards, Inc. 012-640-20-�-Syo� Property Owner's Mailing Address Property Location 4777 Menard Dr. Go��.Lot P�a City,State Zip Code Phone Number Eau Claire, WI 54703 '�, '�4, Se�t�on 20 II.Type of Building(chedc all that apply) Lot# T 40 N R 06 E or W �l or2 Family Dwelling-NumberofBedrooms 4 `Z SubdivisionNamc Block# ❑Public/Commercial-Describe Use ❑City of ❑State Owned-Describe Use,._ _ _ __ - CSM Number �Village of 37/109 # 8550 �"'-°��°f "��ter III.Typc of POWTS Permit: (Check either"New"or"Replacement"and other applicable on line A. Check one box on line B.Complete line C if a licable.) A� �New System �Replacement System �Other Modification to Existing System(explain) Additional Pretreatment Unit(explain) New Tank -t„ �t 9� �Ci��l'�,� 5 R' ❑Holdin Tank ❑In-Ground �At-Grade � � g ✓ Mound Individual Site Design Other Type(explain) (conventional) C. �Reoewal Before �Kevision ❑Change of Plumber �ransfer to New Owner List Previous Permit Number and Date Issued Expiration 21-154 , 6/3/21, 21-389, 11/16/21 IV.Dispersal/Treatment Area and Tank Information: Ucsign Flow(gpd) Uesign Soil Application Rate(gpd/sfl Dispersal Area Required(sfl Dispersal Area Proposed(s� System Elevation 600 1.0/2.0 300 318.50 98.17 Capacity in Total #of Manufacturer Tank Information Gallons Gallons Units � � �o � N � New Tanks Existing Tanks � c c� ` Y Q � � 0 C. U cin � :� c=. C7 0. SepticorHoldingTank 1000 1000 1 WieserConcrete ✓ 0 Uos��g Ct,a�nber 600 1 Wieser Concrete � � � � V.Responsibility Statement- I,the undersigned,assume res s' lity for install tion o e POR'TS shown on the attached plans. Plumber's Name(Pri�t) Plumber's Si at e MP/MPRS Number Business Phone Number Travis Butterfield 652879 715-634-8176 Plumber's Address(Street,City,State,Zip Code) 14346W St. Rd. 77, Hayward, WI 54843 VL Coun /Department Use Only �App ov d Disapproved Permit Fe� Date Issued Issuing Agent�ignature �w ❑O�vner Given Reason for Denial $�oo� �f a I �� ����-��CYl�L� �'�'�r Conditions of Approval/Reasons for Disapproval �I I N� cs� � � -- 3�� s-��-: � - � � �:.�;,��,�� . _ . . �' � - � � Atfach to co�nplete plaus for the system and sub�iit to the County only on paper not less than S 112 x]1 inches�i�size� ' �� .��. � � . ,, s�D-639s�x.o2i2z> iV0 REFUNDS AFTER ISSUE OF PEAMIT ``;� GeoM�t M�UND AND PRESSURE DtSTRIBUTiOt�l�COMPC}NENT DESlGN �-� ,� f�,�����i;;� ,u���, INDEX AND TITLE PAGE ' wner nfi��.,.��,4..��...�,,. :; �.�. _ Project Name: Menards Owner's Name: Menards Inc Owner's Address: 5101 Menard Dr Eau Claire,Wi 54703 O _.. . . Property Address: 8487,849 8491 N River Rd Legal Description: S 20 T 40 N R 6 W Township Hunter Counry: Sawyer Subdivision Name: Lot Number: 1,2 Block Number: 31/336 CSM#: 7793 _ I Parcel I.D. Number. c�12-�yp-'ZO-�t0��012-��{0�2c�_��5�_oi2-lo 0_ -_9�0] � Plan Transaction No.: �geS _ _ Page 1 Index and title Page 9 Tank cross sections Page 2 Data entry Qwye 10 _ l��°� !t'`�'t� _ ____.__. Page 3 GeoMat mound drawings ---- ________ Page 4 Lateral and dose tank _i �� Page 5 Distribution media Page 6 System maintenance specifications Page 7 Management and contingency plan Page 8 Pump curve and specifications �� Travis Butte�e License Number: 652879 Date: � ,� Phone Number: 715-634-8176 �� �� � � __ Signature: - esigner Sta State of Wisconsin Approval Stamp: ,��� ��� �1�.� ti �� oti ti � ✓ �``�O, O��P,��O� Designed Pursuant to the v ��G�\c�'C Synergy Systems L.L.C.,GeoMat Mound Component Manual(Edition 1,2017), (N.4/17), ���P�� SSPressure DistrilbuGon Compon ntManual�Ver.r2.01SBD-10706-P(NS01S01SRo 90/12�nd �,O GeoMat Mound Edition 1,2017 Page 1 of/� Mound and Pressure Distribution C onent Design i�et;igillt.'c ii::;licti7( j ; a �. ��3,_< ..� � Site informafi"'on � �., _. _ RI Residential or Commercial Design � N ` ISD I�equired? 400.00 Estimated Wastewater Flow(gpd) � 1.50! Peaking Factor(e.g. 1.5=150%) 600.00 Design Flow(gpd) � 1.50' Site Slope(%) 1 98.00 Installation Contour Line Elevation(ft) i 22AU; Depth to Limiting Factor(in) 0.60; In-situ Soil Application Rate(gpd/ft) � � 120.00I Contour Length Available(ft) '�IS�fIbU�l011 Cer��11�1�����..�.,..,.._�,�.,.�... ._,..., ,:..�...,....... __.. � . ; 3.25; Cell Width(ft)3 2�.6 5 or 9 75 Only 98.00 Desiyner Input Cell Length(ft) � 2.00; Dispersal Cell Design Loading Rate(gpolft) 92.31 Dispersal Cell Length Required(ft) ; I 2j Influent Wastewater Quality(1 or 2) � t O �...�., E Center or End Manifold Are the laterals the highest point ___-----� 1 Number of Laterals in the distribution Y 0.00 Lateral Spacing(ft) network? 57.09 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) I: 350.00; Forcemain Length(ft) Does the forcemain drain back?r Y ,_.._., � 0.125 �nside Pump Tank Elevation(ft) _ 88.00 j ', Orifice Diameter(in)(e.g.0.25) � 2.00' Estimated Orifice Spacing(ft)= 6.50 ft2/orifice � _ _ � 6.50 System Head(ft)x 1.3 10.33 Vertical Lift(ft) 3.26 Friction Loss(ft) 20.59 Total Dynamic Head(ft) � 78.30 5x Void Volume(gal) 135.39 Minimum Dose Volume(gal) 20.18 System Demand(gpm) "Di�"m�e��elec n ,�...,...�, : ,..... ' Lateral Diameter Selection Manifold Diameter Selectio� ; in.dia. o tions choice in.dia. options choice 0.75 ,' 1.25 � 1.00 1.50 1 _ -_. 1.25 ; 2.00 1.50 3.00 � 2.00 x x 3.00 x ' ' an er n Treatment Tank Information Effluent Filter Information 9250.00; Septic Tank Capacity(gai) 'Lifetime Fiiter LLC �Filter Manufacturer jWieserConcrete Products, Inc. �Manufacturer ';LT 1/8 (FilterModel Number Dose Tank Information Gallonsllnch Calculator(optional} ' 750.00; Dose Tank Capacity(gal) 750.00 Total Tank Capacity(gal) 16.17� Dose Tank Volume(gal/in) Total Working Liquid Depth(in) Wieser Concrete Products, inc. ;Manufacturer gal/in(enter result in cell DoseTankVolume) Project: Menards Page 2 of/p � Mound Pian View . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T :�'1l10 B :.::::::::::::::::::::::::::::::::�'''''''''�'''''�'�'''�'•:':::::: ::::::: s : ' . J '� :::.�� Observation Pipe � Q. .�. _ I K : � . 6 A . . . . . . . . . . . . . .,�.. . . . . W . . . . — �.�� . � .�.t:�:�:�:� — : g �: : :-:---:f:�:�:�: .�.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. . I .• 3 . . .•.•. : .0. . . . . .•.•.•:•: :•:•.•.•.•.•.•.•.•.•.•.�.�:•.•.•.•.�.•.•:•.•.•.�.�.•.•.•.•.•.•.•.•.•.• � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � L —� �._ ,_ ..� _ �.��_ . 'Moun Cornponen�D�imen��"�""" �own slu��c t�,� extt,nsion r��ai1�: A 3.25 ft E 2.59 in H 1.00 ft K 7.32 ft B 98.00 ft F 15.00 in I 6.95 ft L 112.65 ft D 2.00 in G 0.50 ft J 5.50 ft W 15.71 ft 318.50 (ft) Dispersal Cell Area 1000.00 (ft2) Basal Area Available 6.12 (gpd/ft) Linear Loading Rate 9.80 (ft) 1110 B Obs. Pipe Placement �.�.��.y._,..,�.;,.�.�... . ou ro o � _ . 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 . 100.42 Finish Grade Cover Material 99.25 Lateral Invert Elevation F' 98.17 Dispersal Cell • , Slope 1.5 Elevation � , Contour Elevation 98.00 '• Tilled Area Forcemain In situ soil In situ soil � 0 Topsoil Cap � � Subsoil Cap .� 0 ASTM C 33 sand (F) �l � ASTM C 33 sand (D) S �] Tilled Layer (, Q Gea Mat See details on page 4 for number,size,and spacing of laterals. Project: Menards Page 3 of/a End Connecfi' ra�TLayout Diagram i=Turii-up w all va(ve or c e na out plug Z ist orifice localed at Z / All orifices point down� � _ . X � i P I Laterals&force main of PVC Sch 40 per SPS Table 3�4.30-51 � Number of Laierals 1 Orifice Diameter 0.125 in �, Lateral Diameter 2.00 in Orifice Spacing(X) 2.00 ft I Lateral Length(P) 97.00 ft Orifices per Lateral 49 Lateral End(Z) 1.00 ft Orifice Density 6.50 ft2/orifice ; Lateral Spacing(S) 0.00 ft Manifold Length 0.00 ft Lateral Flow Rate 20.1 S gpm Manifold Diameter 2.00 in System Flow Rate 20.18 gpm Forcemain Velocity 2.06 fUsec I��cl.iu�•.�nn���illi��.nuin,.�I;J�.•I. Inil.in;�Je�ir:nnJ��.�Iri lirltl...�^il P.\'rni,�d��,��i �`I 1 J��.u i..J b,�� a�.prr\I 1�;nu und1P�;In.?%\\l�. , I ini.h.J�6.o1. .. , ,.� .. � .. . .... . •., .•I11xuI111ii1� 1'f Ir.in oui I'il"� � / 1 r�,ti„n.d ball�dh. \1 irc,I iam I.IriRic v�w:�� � �.: ...� io.,m����l•.p.:,l�d c�iln.ui b.•iu�:d��.cJ r�o�i.� r>i i d�,� "�"""'''�ii°�`� Forcemain diameter ' , � 2 in. ���,. ,�,.,, 1 i � �.������;`��,�,,:�;,j ;���,i�.:u.., ,�„�,;���,���„���„ � Iirlii��i.l.a•t �,�1�.1,,. ��i�.l � � it,,p .� I uni.� Sim/Tech Filter "'��""'�'"" � $Tf 100 1/16 �Ilirli��,i�ri alaim� � n ' I'wn����n I In;il� � .� Pump off eleva6on(ft) ; Ihnnp l)�I I In.d I ' Pwn�� gs.92 ������� �_Dose tank elevalion(ft) � 88.00 ,;: . , ;; ;:;1"lirddine iindcr lank '' � '. , Dimension Inches Gallons Wieser Concrete Products,Inc. A 25.01 404.40 Ca aci 750.00 B 2.00 32.34 Voiume 16.17 gal/inch G 8.37 135.39 D 11.00 177.87 Total 46.38 750.00 Filter Manufacturer �Sim/Tech Filter --�--- Filter Model Number �STF 100 1/16 � , Alarm Manufacturer �sje �—� Alarm Model Number�a1a � Pump Manufacturer ;Champion Pump Company,Inc. � � Pump Model Number���55 1/2 hp � ' Pump Must Deliver 20.18 gpm at 20.59 ft TDH I Note�Switches containing mercu�y rnay not be used m lhis system � I Project: Menards Page 4 ot/'L '. � i I GeoMat Dis#ribution Cell Media Layout 3.25 Cell Width(ft) 1.63 Sidewall to Lateral(ft) Distribution Cell Cross-section Arrangements , , _ . _ .. . _ _ , ,_ Ei ) ')—J.�1� . � ' . U�� l) C)�J U C)V t) V J_ ) � (� �J J J J C7 J ..`Ji 7 L4 9��__t?S!___�._ .. ._ . �)(L l��( C r "c�(� CJ<�( �2_' -_ _._ _J ���OS.���1�� � Distribution Pipe With Pressure Lateral l_._.1 Oriflce Shield � Tumup Enclosure ————— Pressure Lateral GeoMat is covered with approved geotextile fabric as per the their product approval. Dist�ibutlon Cell Plan View Layout-Typical 3.25 Cell Wldth-A(ft) 98.00 Cell Length-B(ft) Fn��Connection Lateral Laynr�f f7;aqram , , ; � - � �; � � �� � ', � � c, � �, r..�,�.r,+ rwr: .�r'w �r.r ..d.�. . ..� .,.r:;.��,..� ..;:�. ....,.�...�.. ..;.. ,..... '..,.;.� �-- , , � � � � ��,y,,, _� �_ �L. l— _ :_l _7 u__ [ ���_�l �.{.]LI � �.J,�l .f..�4L�J V�. �-1--=J' I 1 1 1- . —�� . �. ��'� , i . . � �, . � , � � i [ i,c i��� i 1 , . l i l � �J ( �.� ' 1. Ti i�""'i�'!+�.Sr �"7'�',..��Y?'n T"'"'�'�T'tYq �':�'r'*' *"'r't�i'1'.Lf "p'!j' `rn^n'!i''r!". , . , i . � i � ;� �, � . . � i� ��� ,� -�� �. , � � ; , . i. .� � ��� � i v , i i � !.� �� ,....._ . .. .. - a � e .. SandCoverrecommended Dist birtion latenl o Ori(ice Shield Pipe Dia. Approved Infiltntive Fabric I_ �,,��...�,+.,. - . � . . GeoMatComponent !�'.'�:;i�t!st"stii� .� . � o , j.d.';ti.-�a!A:Tld C-)3:,ar4 • � � - • InfilU�ti��e Surfa�e/%wi layer �:t;i�3ti t 4�'.d : :...... . .. i ,. . . ._.. .. . ... . . . .. .... � �.err��.o � � I Q Topsoil Cap Taiiet Hange i �`�O' \� � z Q Subsoii Cap Rebar �; C•J ASTM C 33 STlld (F� �' �t Q ASTM C 33 sand (D) 1.M�� �I "' ""."' ' I 5 Q Tilled Layer j i .i� M,� �� � � 6 Q Geo Mat ' ::(z•��r.�, � ., � i�NA1F4ff,'1"({(!T)Ultt� � ' I'r'A�Il+1f�i{�+a'u,i�tGic,�a:. See details on page 4 for number,size,and spacing of Iaterais. Project: Menards Page 5 of�() Mound System Maintenance and Operation Specifications Service Providers Name;Butte�eld Inc Phone',715-634-8176 POWTSRegulator'sNameiSawyerCountyZoning � Phone'715-634-8288 Svstem Flow and Load Parameters Design Flow-Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow-Average 400 gpd Maximum BODS 30 mg/L Septic Tank Capacity 1250 gal Maximum TSS 30 mg/L Soii Absorption Component Size 318.5 ftZ Maximum FOG 10 mgfL Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL Service Frequencv Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Inspect and clean as necessary at least once every 3 ears Pump and Controls Test once every 3 years Alarm Should test periodica�ly Pressure System Laterals should be flushed and ressure tested every 3 ears Mound Inspect for ponding and seepage once every 3 years r;C;; ' � i . J Miscellaneous Construction and Materials Standards 1. �bservation 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 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 � ��� � � Long Sweep 90 or Two j ��45 Degree Bends Same � Diameter as lateral �� 4���� r f 1.�, ` � { �� � ! , � � � � �Distribution Lateral, '� Lateral Cleanout � f 2.5 Feet � Project: Menards Page 6 of�p � � � Mound System tVlanagement Ptan � ; Pursuant to SPS 383.54,Wis.Adm.Code � � � Genaral This system shall be operated in accordance with SPS 382-84 Wis.Adm.Code,and shall maintained in accordance with its'component 's manuals[Synergy Systems I.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 pehaining to system maintenance and maintenance reporting. s Septic and pump tank abandonment shail 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. 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 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 filter shall be cleaned as necessary to ensure proper operation. The fiiter cartridge shouid not be removed unless provisions ' are made to retain solids in the tank that may slough off the filter when removed from its enciosure. 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 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 as to 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 generaliy 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 af 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 shail 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 cleaned. *'`*No one should ever enfer a septic or dose tank since dangerous gases may be present that could cause death.**** Mound and Pressure Distribution Svstem No trees or shrubs should be planted on ihe mound. Piantings may be made around the mound's perimeter,and the mound shail 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 soi!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)dic(ate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS,and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS,30 mglL TSS,10 mg/L FOG,and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. 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 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 equai distribution wilhin the dispersal cell. 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 additional,more frequent monitoring. Continaencv Plan If the septic tank or any of its components become defective the tank or component shail 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 wili 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, - Project: Menards Page 7 ofJO i � � � � � ; : � � � PAGE 3 OF �- GRAVITY-DOSED SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 4"P1 Vent Pipe >10 ft from Building Electrical must comply with 12"Min.or 2.0 ft above SPS 316 and NEC 300 Established Flood Elevation Extend manhole riser as necessary. �ryPi��� Weatherproof Approved Junction Box Vent Cap Approved Locking Manhole IMPORTANT: with Waming Label Attached (rypical) Anchor tank(s)as necessary conduic pursuant to SPS 383.43(8)(g) a°Min.or 2.0 ft above Established Flood Elevation (typical) �Airtight Seal Finished Grade � Quick Disconnect a 18"Min. CAPACITIES @ 16.76 gal/in �<� .. e ..�� � � � ° �ryP"��� e �Depth (in) Volume(gal) A 18.7 313.4 *� Weep •�Approved Joints with Hole Approved Pipe 3 ft onto B 2.0 33.52 q Solid Ground (rypical) �VJ / .� 122.6 � � _Alarm � $ 134.0 � _On f [c] � PUMP-OFF � Pump ELEVATION = 85.67 ft *Pump Tank Liquid Level = 36 in —°ff ° ° INSIDE BOTTOM Force Main Diameter = 2 in Concrete B�°�k ELEVATION = 85�0 ft . . .a. Force Main Length = 200 ft 3"Approved Bedding Material Beneath Tank Force Main Void Volume = 32•6 gal [C] Total Dose Volume TDV = 122.6 gal/dose (<0.2X design flow+force main void volume) Vertical Lift = ft PUMP TANK: SEPTIC TANK(S): Volume = 1000 gal Total Volume = 600 gal Manufacturer: WIESER CONCRETE Manufacturer(s): WIESER CONCRETE Pump Manufacturer: CHAMPION Install approved effluent filter at the septic tank outlet Pump Model: 5 CPE immediatel u stream of the um tank inlet. (See atlached pump curve.) y � P P Controls/Alarm Manufacturer: SJ RHOMBUS Filter Manufacturer: BEST Controls/Alarm Model: TANK EZE Filter Model: GF10-8 Float switches containinq mercury are prohibited. . � �F _ -�� . .�� .� �. ; , =w w.��.. _� - _ _ ., _ ,. _ _. _r�: S': - � � � • � � �• I • •• 1 � � �' � �a .� � � � �. "� � _•1 "� •�• • � � . ' _� �i_ � � • i ��. :' 3 � �• '� •.� '-F • 1 • •� '� • � � � •� � � ~ �• • .�. � � � ��- ' - • � • � • �. � � . � - •.� � • • � � � - � � -� . • � � •-. • � .� • � � 11 � • •� •� - � . � • • •.� � � .• �. i- • ��. � 1• • �• � . � -� • � .�. � .� • � • • ' � �• ��• •� � - � � � � .-- - �� •• � � • �. � �• -� . •� • � - �• ��. � . �• - � �. 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' • C• : � � • � �:1 � ' ' • - � • : � 11 � • . • 11 • • • • • �: � � � W1250/750—MR TANK SPECIFICATIONS o 0 a j 72'-11"-- DIIAENSIONS; a a WALL: 2 1/2" 4" CAST-A-SEAL 4" CAST-A-SEAL BOTTOM: 3" COVER: 6" --- - __________��--=--`" MANHOLE: 24" I.D. PRECAS7 CONCRETE RISER o irn HEIGHT: 66" �'' Iltl� ��� LENGTH: 72'-11" w ii� II11 a_ �� �� Inl U �� WiD'f}I: 7�-2� � ii �`L�` _, ��ji a ��\� BELOW INLET: 53` N �/ `\ �'� j� �1 � � LJQIIID LEVEL 48" � E � i 1 ; i d WEIGHT: 74,860 LBS. '� U o � a \ ^ � � � -•hi� �`--'�� INLET AND OUiLET: '� 3 0 0 ���\ '/ ���� /j� 4' CAST-A-SEAL BOOT OR EQUAL GASKET � � a � Ifl� q o ; �`� FlLTER OR ���� �� W �� BAFR_E i��i �� INLET AND OUTLET BAFFLE AND FIL'fER: U � Q � ^`�,� ���� '� VASCONSIN, SEE DETAiL (j10 � ----------�.1�===��1�/ vi o o � -��--,.__--__-... . -- (OTHER STATES SEE CHAR� W y F� < LIQUID CAPACITY: 27.66 GAL/IN (SEPTIC) W � TOP NEW 16.12 GAl/IN (PUMP) �3 "U� LOADING DESIGN; 8'-0� UNSATURATED SOIL C��� � I o TANK CAN BE USED A5: �o� w SEPTIC/SEPl1C, SEPTIC/SIPHON, � �N Q a 4�� VENT OR SEPTIC/SIPHON � o`� w I� io TAONKR•MX'XDESIGNN#0 (STRUCTU AL FlBER) �,�`� - W� ---- --- ---- _l_ �. ..: _:..: .. :.:, -. '.. 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