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Home My WebLink About024-641-22-1309-SAN-2024-020 _��`' �, . Department of Safety c°°"ty V� � � • - & Professional Services, `5 �`'� � � : � a ; Sanitary Permit Number(to be filled in by t � ;, � �= Industry Services Division :,x � p 3�( �j�� Sanitary Permit Application QState Transaction Number � q � In accordance with SPS 383.2I(2),Wis.Adm.Code,submission of this form to the appropriate governmental unit T -- �" �' �,70�.Jbo�'' -' � � is required prior to obiaining a sanitary permiL Note:Application fotms tor state-owned POWTS are submitted to Project Address(if dit'Ferent ihan mailing acw�„� 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(1)(m),Stats. � 6�1.13 J� ��y }� 5 I.Application Information-Please Print All Information Property Owners Name Parcel# ' hac 1 � Loc-: r� bay-L41-�� 3U9 Property Owner's Mailing Address PropeRy Location ,,,,, �c,�,+ 33 So 1�1 City,State 'Lip Code Phone Number �'/a,�'/4, Section�_ ��s�^e�, T. L G� �b43 II.Type of Building(check all that apply) Lot# T N R -E-o `R!1 or 2 Faniily Dwelling-Number ofBedrooms a a Subdivision Name � Block# ❑Public/Commercial-Describe Use ,_„ ❑City of __ ❑State Owned-Describe Use CSM Number ❑Village of -�, ��a 1' �Y l�Town of C��1XIa� _ O� III.Type of POWTS Permit:(Check either"New^or"Replacement"and other appticable on line A. Check one box on line B.Complete line C i a (icable. '4 �New System placement S stem g y P P ❑ Re y ❑ Other Moditication to Existin S s[em(ex tain) Additional Pretreatment Unit(ex lain) B' ❑ Holding Tank ❑ In-Ground ❑ At-Grade �Mound ❑ [ndividual SRe Desi gn ❑ Other Type(explain) (conventional) �jGO4v�O.T C. ❑ Renewal BeYore �Revision ❑Change of Plumber ist Previous Permit Number and Datc Issued ❑ Transfer to New Owner Expiration �O7 3g�i1 O(.(v5/a3 [V.Dispersal/Treatment Area and ank Information: Design Flow(gpd) Design Soil Application Rate(gpd/s� Dispersal Area Required(s� Dispersal Area Proposed(s� System Elevation 3O v �,.o rs� �sa.�s 5s.�s�� Capacity in Total #of Manufacturer Tank Information Gallons Gallons Units � � o � � New Tanks Existing Tanks � o v ` y � � � Co Mb v a. c� � � � �. c7 a Septic or Holding Tank y v � y O � �.. � Dosing Chamber 5O � _..� S�(� V.Responsibility Statement- I,the undersigned,assum ponsibility or' stallation of t6e POWTS s6own on the attached plans. Plumber's Name(Print) Plumb Signature MP/MPRS Number Business Phone Number 1 c�ow�S ��-1t,r�t�e 1c1 �Sa 979 7�s'-G3�1-81'7(0 Plumber's Address(Street,City,State,Zip Code) /Y 3''1 i.l�.s 5�a�1-� R o a.at 7 7' l�l a. w-ar-c�, �•�s T. S'-1'z1�3 VL County/Department Use Onty �App�v ❑Disapproved Permil Fee Date Issued Issuing Agent Signature $ � �.�! '1 +.�`-i `�'��z��L.(�f�tl f[_,�� ❑Owner Given Reason for Denial . � I I�"'��`2- Conditions of Approval/Reasons for Disapproval ��j � �� `�n � � � p � ,. � �J� � �.�—i' - �i��` . ��'c�S �r.,t_' �,i 4 � �� ■� it1 ' . , � � G �� n � � � �k#__ 3 `� � _._.... . FEB 1 2 2024 CJT � ( � � � J��, SA`lVYER COUNTY � 20NING AD�/llNISTRATION Attach to complete plans for the system and submit to the Couoty only on paper not less than 8 1/2 x 11 inches in size NO R�FUNDS AFTER SBD-6398(R.03/22) 15SUE OF PERNtIT a4 3��' � .�°I`�5 i�"`f?r-;,t ! �. . , t"J L.�`�.;��';�� `�`i �'-_',`1! � C.____ J E �\'j, ,o��rR�rMe�,r ��D 0 � L�LY � Phone:60R-- � � Wisconsin Depairtment of Safety and Professional Services � �< � �66-..1 1_ Division of Industry Seivices � � �� __J Web:http://dsps.wi.aov 4822 Madison Yards Way ` 1 �S �C`�A�YE� �(��(�j� Cmail:dsns�i�wisconsin.aov ro r�oX�302 P ZONING ADMINISTRATION Madison,wi 53707 ?i � g ~ Tony F.vers,Governor ;, i9Ro,r�s��ys��-°�� llan He►•eth,Secretary November 16,2023 CUST ID NO.: 713625 Identification Numbers TRAVIS A BUTTERFIELD Plan Review No.: PWTS-112302C21-C 14346 W STAT�ROAD 77 Application No.: DIS-102347188 [IAYWARD, WI 54843 Sitc ID No.: SI"['-123515 Please refer to all identification numbers in each correspondence with the Department. CONDITIONAL APPROVAL Conditionally APPROVED PLAN APPROVAL FXPIRES: 1��IC)r�7OZS DEPT.OFSAFETYANDPROFESSIONAL SERVICES DIVISION OF I TRY SERVICES MUNICIPALITY: 'T'OWN OF ROUND LAKE SAWYER COUNTY SEE CORRESPON� CE S17'E: BATEMAN 10743N COUNTY NWY S HAYWARD,Wi 54843 (024)TOWN OF ROUIv'D LAKE STR: S22 T41N R06W D�SCRIPTION: PRT SWNG LOT 2 CSM 21/347#6098 FOR: Design Wastewater Flow Value: 300 Mound Component Manual -Version 2.l (May 2022-2027) Bedrooms:2 Pressure Distribution Component Manual -Version 2.1 Limiting Factor(s): I S Tnd�es (May 2022-2027) Maintenance Required: E�.ffluent Filter SITE REQUIRF,MENTS • A full size copy of the approved plans,specifications,and this letter shall be on-site during construction and open to inspection by authorized represen�atives of the Department,which may include local inspectors. A Department elecU�onic stanip and signahire sl�all be on the plans which are used at tlle job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • A sanitaiy permit must be obtained from the county wherc this project is located in accordance with the requirements of See. 145.19,Wis.Stats. • Prior to the construction of the dispersal area,check thc moisture content of the soil to a depth of 8 inches. Proper soil moisture coiltent can be determined by i•olling a soil sample between the hands.If it rolls iuto 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 noe proceed until it dries. • inspection of the private sewage system installalion is required. Arrangemcnts for inspection shall be made with tlle designated county official in accordance wilh lhe 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 Lhe tank explaining that �eriodic cleaning of the filter is required. • All piping shall conform to SPS Tablc 384.30-3 and SPS Table 38430-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Wcll setbacks to meet chs. NR 811 &812 • Tank Installation to fo(1ow all manufacturer's recommendations. • �'erify propert5�line(s)prior to installation. • Pump Floats to be set and vei•ified per the approved plan. OWNI+,R RESPONSIBILITIES • The eurrent owner,and each subsequent owner,shall receive a copy of�his letter iilcluding instructions relating to proper use and maintenancc of the system. Owneis shall rcceive a copy of the appropriate operation and maintenancc 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 abso�ption system or any of its component parts malfunctions so as to ci•eate a health hazard,the property owner must follow the contingency plan as described in the approvcd plans. The submittal describcd abovc has been reviewed for confonnance witl�applicable Wisconsin Administrai�ive Codes and Wiscousin Statutes. The subiuittal has been CONDT"I'IONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component inanual(s)referenced above. The owner,as defined in chapter 101.01(10), Wisconsin Stalules, is responsible for compliance with all code requircments. No person may cngage in or work at plumbinb in the state unlcss licensed to do so by the Deparhnent pc:r s.145.06,stats. All permits required by the state or the local municipality shall be obtained prior to co��mencement of construclion/installation/operalion. In granting this approval,the Division of tndustiy Services reserves thc right to require changes or additions,sho�ild conditions arise making them ncccssary for codc compliance. As per state stats 101.12(2),nothing in tl�is review shall rclievc tl�e desiener of thc responsibility for designing a saCe building,structure,or componcnt. The Division does not tal<e responsibility Cor the dcsign or construclion of llle reviewed ilems. lnqun�ies concerning this con-espondence may be nlade to me at the contact information listed below,or at the address on this letterhead. Sincerely, Fee Required: �250.00 � Fee Received: 5�250.00 �� g Balance Due: $0.00 -- � Refund Ex ccted: $0.00 Katie Petzel Division of industry Se�vices Phone: 608-574-1189 EinaiL• katie.petzel@wisconsin.gov GeoMat MOUND AND PRESSURE DISTRIBUTtON COMPONENT DEStGN , _. , �� , _,, �, _. INDEX AND TI7LE PAGE �i� ,�f:li(- (t�(:[d!.tl -!i i ,i� . �,s l:� 45;. � 5(ti SrlU �f s ;Y� .. ,tifi��.c.`?I Owner lnfo , Project Name: Bateman -County Hwy S _ . Owner's Name: Michael& Lori Bateman _ _ . _ Owner's Address: 663 County Road 3350 N Fisher, IL 61843 Property Info Property Address: 10743N County Hwy S Legal Description: SW NE S 22 T 41 N R 6 W Township Round Lake County: Sawyer Subdivision Name: Lot Number. 2 Block Number: _� CSM#: 6098 __ _ _ Parcel I.D. Number: 024-641-22 1309 _ Plan Transaction No.: index Pages Page 1 Index and title Page 9 Tank cross sections Page 2 Data entry Page 10 Plot Plan 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 Travis Butterfield License Number: 652879 Date: 10/29/23 Phone Number: 715-634-8176 ) _ _ Signature:�f� :_-:...,_�l.,-r-v�--`=_.��.___� Designer S�a State of Wisconsin Approval Stamp: Cond�tionally APPROVED DEPT.OF SAFETY AND PROFESSIONAL SERVICES DIV SION OF I STRY SERVICES Designed Pursuant to the GeoMat Mound Component Manual 5/18/22 sEe coRResPor,o cE SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS(01/81)and Pressure Dislribution Component Manual Ver. 2.1 (May 2022-2027) Page 1 of 10 Mound and Pressure Distribution Component Design � � � t� +i t �:. � u ;t�;�s�N ` ;i� ,i r�i �.r:>Ga�atr Site information � R Residential or Commercial Design t N j ISD Required? 200.00� Estimated Wastewater Flow(gpd) 1.50 Peaking Factor(e.g. 1.5= 150%) 300.00 Design Flow(gpd) 2 00 Site Siope(°/a) � 98 00 Installation Contour Line Elevation(ft) _,. _.� 15 00 Depth to Limiting Factor(in) � 0 60 In-situ Soil Application Rate(gpd/ft2) � 9O.00j Contour Length Available(ft) `Distribution Cell lnformation � 3.25� Cell Width(ft) "� �;> > � :� �%�'v � 47.00� Designer Input Cell Length(ft) � 2.00� Dispersal Cell Design Loading Rate(gpd/ft2) 46.15 Dispersal Cell Length Required(ft) 2i Influent Wastewater Quality(1 or 2) `Pressure Distribution Information E� Center or End Manifold Are the laterals the highest point _ ._.j 1 Number of Laterals in the distribution � Y � 0.00 Lateral Spacing(ft) network? �� 12.23 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) -- _. _. 75 00� Forcemain Length(ft) Does the forcemain drain back?� Y � 92 50; Inside Pump Tank Elevation(ft) �_ _0 250� Onfice Diameter(in)(e.g.0.25) 2 ; 2.00; � �,��<<�:;�_: �Orifice Spacing(ft)= 6.64 ft/orifice -- ----- 3,25 System Head(ft)x 1.3 6.5D Vertical Lift(ft) 1.18 Friction Loss(ft) 11.43 Total Dynamic Head(ft) 37.68 5x Void Volume(gal) 49.91 Minimum Dose Volume(gal) 26.80 System Demand (gpm) 'Diameter Selection Lateral Diameter Selection Manifold Diameter Selection in.dia. o tion� choice in.dia. options choice 0.75 __ _ i 125 � 1.00 ' __.. � i 1.50 1.25 _ _ _ _ f 2.00 � _ _ _ _ _. 1.50 ; ; 3.00 �__ _ , . __.. 2,00 x x 3.00 x Manufacturer Information Treatment Tank Information EfFluent Filter lnformation Gu�i:,�iai - - �8ao�}9A800; Septic Tank Capacity(gal) iLifetime Filter LLC �Filter Manufacturer Wieser Concrete Products, Inc. �Manufacturer �LT 1/8 fFilter Model Number Dose Tank Information Gallonsllnch Calculator � I 508.26I Dose Tank Capacity(gal) � 508.26 Total Tank Capacity(gal) 11.82� Oose Tank Volume(gal/in) 43.00 Total Working Liquid Depth(in) ,Wieser Concrete Products, Inc. IManufacturer 11.82 gal/in(enter result in cell DoseTankVolume) Project: Bateman-County Hwy S Page 2 of 10 Mound Plan View . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T .�: ��---`-� � � � �� - �,: : ^Observ2hon Pi e , K . :.: .. ;�:.J .. . :.:..:: . ....: P ... . r.. .� � . 6 A . ... . . .. . . . . � W . . .�. .• 1 . : B — ' ' "•'•'•'•'."•.•'•'•' '•','•'•','•'•'•'•'.' '•'•'•'•'•'•','.'•'•'•'•'•'•'•'.'.'•'•.•'•'•'•. .•:. I :. 3 . . . . . . .� . .,._.,.;. •:•:.:.:•:.:.:• .:.:.;•;.:• .:•;•:.:.:.;. . •;.:.;.:.;.;�:.:.:.:.:.:.:.:•:•...... � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � L `Mound Component'Dimensions ' A 3.25ft E 9.78in H 1.00ft K 9.10ft B 47.00 ft F 15.00 in I 8.19 ft L 65.2Q ft D 9.00 in G 0.50 ft J 7.08 ft W 18.51 ft 152.75 (ft2) Dispersal Cell Area 537.5Q (ft2) Basal Area Available 6.38 (gpd/ft) Linear Loading Rate 6" End of 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 � � %I� ' -k ` i '� ' � , , 101.00 Finish Grade �' -/ � �1 /�'� Cover Material 99.83 Lateral Invert Elevation i � �'�s�'� �' /////� i �/j�, 98.75 Dispersal Cell ,� ;�; ;l f; ' �„.,,;�: Slope 2.0 Elevation �� ; �'� ' ' ,,, � �` o. ,�% Contour Elevation 98.00 �� ,i�i.� , ,, .;�� .�� ,,� .�,i,,��; Tilled Area Forcemain � In situ soil In situ soi) Shading Key � �] Topsoil Cap 2 � Subsoil Cap 3 �� ASTM C 33 sand (F) 4 n ASTM C 33 sand (D) 5 [_-� Tilled Layer G i'y1 Geo Mat See details on page 4 for number, size, and spacing of laterals. Project: Bateman -County Hwy S Page 3 of 10 End Connection Lateral Layout Diagram , �,r;-t}i- ,i,i,—t-;Zl-3�)�i il-tt i,i i��u�fT7 �'�!'�'Nj/�8�1',V�IWi�`o�",Cleano�t`()�l �n�� l( �i,�r�(�i �i ��u�> > n� U� �7( OU(lU0OU�)ODUUOUVU'UVUUU )UUU ��AI�''t��'��f�e��i��b�Y��nnUC;t�uur�oon�>r��o�it�OnuUt,r)t�no �)0(��iiU�JUUtIU.o(�t>(iur,uno��oo��)�U'��Uo��o��,�ut)�> >uU�>� ;OOU�qC10U(lUOUOOIIU(l(i0OOUO(1U.Ui)OOtiUU(�( UhU17OhUC iUUUh(iU(�U{�O(lt)l�(�i f ,/�U )i)q(>i)p � p r 1 C�n n iU(-O r�h t�U o UO 0 �,(i_�)0 r)�)U� rA�y r �-r i�O�)(h��)Q�l�l��H�F�d�U.� ��•�� )UO(l )(lUl) l�.)UOq�''li )O(1O(7(�Il�,(ill ltiU(i )U ��(.)i,n�� U i 1 � 57'�S'67 i �)U , )U ? h�) iOu ii)�> ��n��in �rjllr r '�1i 1 -�rtti�in �'``�r>(� i�r , L(3E „ ; (1 i �)( OU.(1(7UUU JU(�OUObUU 10O110� UUUUUI )Jl)O )0� �n �u��(�t> >uut�u�> >-�otiounC�t�or,u��u �(��o�,u '+r�nonhu� �,.�, � , ` ��'�bl ,��n � M n f �� r u ' �� s V � ' � � ��u��t�� - Number of Laterals 1 Orifi�e Diameter 0.25 in Lateraf Diameter 2.00 in Orifice Spacing(X) 2.10 ft Lateral Length(P) 46.6p ft Orifices per Lateral 23 Lateral End(Z) 0.40 ft Orifice Density 6.64 ft�/orifice Lateral Spacing(S) O.DO ft Manifold Length O.OD ft Lateral Flow Rate 26.80 gpm Manifold Diameter 2.00 in System Flow Rate 26,80 gpm Forcemain Velocity 2.74 fUsec Dose Tank Information' ' ' Lorking co��cr��-illi��m�ning lul�d, Ineking dcviec nnd�vntcr lighl senl �`� ,1��VenledCovcr c. Glcclricol 6us ns per NGC 300 ---- - and SPti 316?R\\'A,_C'- _LL-� -1-LI„�I'i�dshrJ Gradc._1jr�_-- -��-_1-L1- -- '�_I. J_I.-I--- — — —�-----� _Discaonect �!"Clcan oul Pipc � Op�iunnl bnl�r Ivc -- n. 'I I to contrul spc d of VViiCs Proni GleclfiC SOUfcC � �.�luenl bcin tJusual -=_ ----------... —_._--- -—�— \opiinuni o ilci Forcemein diameter 4"Inlct L'Sll�ilrcc._� 2 In. IL»l�a �� .i - __ � Boss tilop � � �I"�A6"7'H JO)�pipc� a17��vnluf -� encu,a fnrean in onlo A lighl gnslm� soliJ ground Fumco �� e�•��i�„i��,�;�� 5im/7ech Filter I ,��'�°°�'"'�° $TF 100 1/16 &{igh watcr al;vm —` ,� Pump Un Ploat � .3c � .�— —Pump of(elevalion(fl) � PwnpO��Plont rump E= 93.33 i 4 Ifl�,�k l Dose tank elevalion(fl) ~-- 92.50 �lllll !1 ��1 :'..��".�,��,��.��!��,� ! � . �( 1 f� i� 41{11 I!a1'rilll. Dimension Inches Gallons Wieser Concrete Products, Inc. A 26.78 316.51 Capaci 508.26 B 2.00 23.64 Volume 11.82 gal/inch C 4.22 49,91 _._...__._..._ D 10.U0 118.20 Total 43.00 508.26 Filter Manufacturer iSim!Tech Filter '; Filter Model Number ;STF 140 1/16 � _ _.__ - _ � Alarm Manufacturer ;SJE Rhombus _ __ . __---_.f__ ._.._,.._ Alarm Model Number�PS Patrol Pump Manufacturer ':Liberty Pumps _ ; Pump Model Number '; _ 283'. Pump Must Deliver 26.80 gpm at 11.43 ft TDH Project: Bateman-County Hwy S Page 4 of 10 GeoMat Distributian Gell Media Layout 3.25 Cell Width(ft) 1.63 Sidewall to Lateral(ft) Distribution Cell Cross-section Arrangements C�) �)�_C� �) C� �J� �� C�� 7 � :� �� ? � � v C) �) C� �� )-C � U_t � �) �� C) C � C) O ,C__) � �� C� �O r � r)_C � �)_C� �)_C)_ (J �?_,C) l )-.�) �_)_ C J '_)�) l,)�� ._C_i_�C�_.' ). l J .C_J, � 7 ,C.) ,C� _(1 (. Component Legend o Distribution Pipe With Pressure Lateral !�l Orifice Shield � Turnup Enclosure — ———— Pressure Laferal GeoMat is covered with approved geoiextile fabric as per the their product approvai. Distribution Ceil Plan View Layout-Typical 3.25 Cell Width-A(ft) 47.00 Cell Length-B(ft) � ,�„ ;i � ;;,in; ') f) iJ�(1-O �> Ci-(1 Ci C)-C)Zi i�i-�>-U �)-t-)-<)-�� O-(-.�i� (> r)-tl.�i <.f(�-P> i) C��C"�-ri f,-t"i Pf�>�n S () [1 l) () Cl () (1 ( (l (J ( ) C) () () ().�.).�) () (1 ()() () !) i (1 (�!,1�]((�1)(().)!)(�t�) !J��c)(�l l 11� ) C�) ) () () () () (1� () <1 (� () �1 f 1 () () !1 1) f 1 () f��I) 1 ) (�)T':'�nTf� T,�. , rTCT � ) 'Y'r'�.0 1TJ'C �l�"T) fT�'�<TT'�t/'�T� rT'�T(TZ)"'r'�'"'Cl ( ) ( ( � �� () (7 l� C),IJ.C) CJ CJ L/ ,) C).(J_CJ J C� C7 l t 1 C) �7 C) �) (J.0 !� fl U C) C�_(_l �) J (> (J l? � ( C% !),(�,t) J (J,C�,() ) C7 l),ll C)�() Cl�),-CJ,Cl,() () () �) () () C,(),_(1 �.?,C) �7,(1 C7 C) (J l� l) (7 ,.�. ,. ., . _.,. . ,...: _ -. Typica(Dispersal Cell Sand Fill Recommended Distri6ution Lateral • ;1 •y ��Orifice Shield Pipe Dia. � �\� Approved infiltrative Fabric � - - �" -- ��"=", 1 �'�� _..;_ - � f li ATt.isf r1;' , GeoMat �L- -� .'; � ; Component o `� �r�,r, �a.;rrtc�ss,�;�� ' ' Infiltrative Surface/Plow Layer .• L�¢ilu�n,I�artar Observation Pipes ` Shading`Key' ' ' � WaterTiRht � ('�'_-'] Topsoil Cap TolletFlange � 4"Min N Z C� Subsoil Cap ebar -; � ASTM C 33 S�ild (F) ��t � 4 �� pSTM C 33 sand (D) r�Mln �I Installat �I 5 � Tilled Layer 1 nd/Gea f 1' MIn ;r� � � ( � I �� Geo MaY -r—T � �+�/?,"1/iL1irP:ita�� flhl'�kC1,0"�((��LrAG� � � ��, -- II't'h"P11�li�rfig�TCau�a�, � , ��'�� See details on page 4 for number,size,and spacing of laterals. Project: Bateman-County Hwy S Page 5 of 10 Mound System Maintenance and Operation Specifications Service Provider's Name�Travis Butterfield _� Phone (715) 634-8176 � _ �_ __ POWTS Regulator's Name Sawyer County SPIA-Zoning Admmistration � Phone (715)634 8288 Svstem Flow and Load Parameters Design Flow-Peak 30D gpd Maximum Influent Particle Size 1/8 in Estimated Flow-Average 200 gpd Maximum BOD5 30 mg/L Septic Tank Capacity 1000 gal Maximum TSS 30 mglL Soil Absorption Component 5ize 152.75 ftz Maximum FOG 10 mg(L Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/10D mL Service FrequencV Septic and Pump Tank Inspect and/or service once every 3 ears Effluent Filter Ins ect and clean as necessa at least once every 3 ears Pump and Controis Test once eve 3 ears Alarm Shouid test periodically Pressure System Laterals should be flushed and pressure tested eve 3 years Mound Inspect for ponding and seepage once every 3 years _ - E��i��cl - _. _ _ _ . _I 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 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 soii erosion and help reduce frost penetration. Lateral Turn-up Detail �' i'r>� ,ci�� . ��„��i�� r,.n . .. �� T{lf@2d2C�C�221lOUY 6-8��I8fT12tef , �.�_i�o�. r�<.FIflISh2d� � i-i n �', i<'i >_c� )c i i'c > i c i i '�Lawn Sprinkler �� > ��<� Plug or Ball Vaive ; > �>�Grade � ��„� ,� � �Box ' '�` �� ,�� ' �� ;4 � J�:s � u`�i�� U. ;Ui i rii,c> > i,�, ` � >,�( ti .` .. .i��i.�iu,� �;Laterai Ends at LastOrifice Where ',', �' '�� > > � � � �> -i�,', �.>;;� ' o"r, ��S ii'n � � c � c> > �. ��;�� >n �r��ii> >( ' �;t'�,� i�:� LOIlgSW22p9OOCTWO �{-�J_t ti v ><>�> v c��n u �i�< '.� � ._-f` �45 Degree Bends Same '`�n n" 'r" ' � u � ' �I2171f'_tE�8S�atL'f8� � uc> -�<< �> >c > ,'� i >� �>-t > �i >c o o<� i'�ji�n�i�� i; >�� ii . c j�� c. < i ici .�a ,� t - i � ii� ��i�i`�it>� ��1(l 1)1��.�1�� - �;� 'i� '�i�� >��i 7(r� ii! iii;� ��i� �� ;i;> >c� i i� i i i i i �i� t � !� � i � .i,;',: �I�I .��,t,'� � 1 1 �:��I ... ,�.i�` . � Distribution Lateral Laterai Cieanout 1.3 Feet Project: Baieman-County Hwy S Page 6 of 10 Mound System Management Plan Pursuant to SPS 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 manuais[Synergy Systems LL.C.,Geomat Mound Component Manual version 1,2017,Pressure Distribution Component Manual Ver.2.0 SBD-10706-P(N.Ot/01)and SSWMP Pu611cation 9.6(01/81)]and local or slate rules pertaining to system mainlenance and maintenance reporfing. Septic and pump�ank a6andonment shall 6e in accordance with SPS 383.33,Wis.Adm.Code when�he tanks are no lon9er used as POWTS components. Septic or pump tank manhole risers,ar.cess risers and covers should be inspected forwater tightness and soundness Access openings used for service and assessment shall be sealed watertight Upon ihe completion of service, Any opening deemed unsound,de(ec�ive,or su6jec��o failure must 6e replaced Exposed access openinc�s greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized enlry into a tank or component. Septic Tank The septic lank shall be maintained by an individual cer�ified�o service septic tanks under s.281,48,Stats.The contents of lhe septic tank shall be disposed of in accordance with NR�13,Wis.Adm.Code.The operating condition of the septic tank and oullet filter shall be assessed at least once every 3 years by inspection. The oudet filter shall be cleaned as necessary to ensure proper operation.The�Iter cartridge should not be removed unless provisions are made to retain solids in the tank lha�may slough oN lhe f Iter when removed from ils endosure. If lhe filter is equipped with an alarm,the filler shall be serviced if Ihe alarm is activated conlinuously. Intermittent fiter alarms may indicate surge Flnws or an impending continuous alarm. The septic tank shall have Its contents removed when the voNme of siudge and scum in the tank exceeds 113 the Ilquid volume of the tank. If the wntents of lhe tank are not removed al ihe lime of a Iriennial assessment,maintenance personnel shall advise lhe owner as to when the next service needs to 6e peRormed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance sepCic tank pertormance is generally not required. However,if such pmducts are used they shall be approved for septic tank use by the Wisconsin�eparlment of Commerce. Pump Tank The dosing(pump)tank shall be inspected at least once every 3 years. All switches,alarms,and pumps shall be tesled lo verify proper operation. If an effluent flter is inslalled within�he tank il shall be inspected and serviced as necessary. If the(orce main has a weep hole,il should be noted i(it is functional during pump operatioq and if not,it should be cleaned, ""«"No one should ever enfer a sepfic or dose tank since dangerous gases may be present that could cause deafh.«««. Mound and Pressure Distrihution System No trees or shrubs should be planted on the mound. Plantings may be made around ihe mound's perimeter,and the mound shall be seeded and mulched as necessary to prevenl erosion and to provide some profecfion from frost penetra�ion. Traffc(other than for vegetative maintenance)on the mound is not recommended since soil compaclion may hinder aeration of the infitrative surtace within the mound and snow compaction in the winter will promote frost pene�ration. Cold weather installations(Oc�o6er-February)dictate lhat the mound he heavily mulched as pmtection fmm freezing. Influent quality into!he mound system may not exceed 220 mglL BODS,150 mglL TSS,and 30 mglL FOG for septic tank eKluent or 30 mglL BOD„30 mglL TSS,10 mglL FOG,and 104 cfu/100 mL for highly trealed effluenL InFluent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distributicn system is provided wi�h a flushing point at the end of each lateral,and il is recommended that each lateral 6e flushed of accumulated solids at least once every 3 years.When a pressure test is pertormed it should be compared to the initial test when lhe system was inslalled to delermine iF oriflce clogging has occurred and i(orifce cieaning is required to maintain equal distribution within the dispersal cell. Obseroation pipes within the dispersal cell shall be checked for efflueN ponding. Ponding Ieveis shall be reported to fhe owner,and any levels ahove 4 inches considered as an impending hydraulic failure requiring additional,more frequent monitoring. Continqencv Plan IF lhe septic tank or any of i�s components 6ecome defective the tank or component shall be repaired or replaced to keep the system In pmper operating condition. If the dosing tank,pump,pump controls,alarm or related wiring 6ecomes defec�ive the defective component(s)shall be immediately repaired or�eplaced 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 biologlcalty clogged absorption and dispersal media,and related piping,and replacing said camponents 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 regWator and service provider. Project, Bateman-County Hwy S Page 7 of 10 � � P�g� S � w �; � �� /"1 -��' � . � � L�b�r Pum S � ,_:�_ , � p �_ ; - �� . , :�. . . . \ _-- ��'=i e � ' ' • � ' • ' ' � • LITERS PER MINUTE 0 5D 10D 150 200 250 40 - 12 10 30 S N � F w w � w � � — z ? � 20 6 u� x = J -� H -_� -_- I-a- O � - 4 \`�3 - — ,o 2 0 � 0 10 20 0 40 50 60 70 a�� LLONS PER MINUTE . 280 P 1 2010/7/2015 �Copyright 2015 Liberty Pumps inc, All rigltls rescrved. Specificufions subjecl to ch¢nge wiU�out no[ice. Pu�nps� W840/5CC-1�"R q� TANK SPECIFICATIONS � 113�" � � �' DIMENSIONS: a �i � WALL: 2 1/2" w � BOTTOM: 3" a a CO VER: 5" v MANHOLE: 24" I.D. PRECAST CONCRETE RISER � �� HEIGHT: 59 1/2" O,D. �� '/ �� \ LENGTH: 113 3/48" O.D. `Q / IIII \ - WIDTH: 93" O.D. - 4" CAST-A-SEAL � 4" CAST-A-SEAL BELOW WLET: 48" O.D. w � � � �� ` LIQUID LEVEL: 43" v 'w a �24" / � 1 WEIGHT: 11,150 LBS. N � o °' TYP � ` I I / INLET AND OUTLET: \ J \ II II \1 4" CAST-A-SEAL BOOT OR EQUAL� \ / GASKET, CAST-A-SEAL BOOT OR EQUAL 3 � � � FILTER OR �� / o � BAFFLE INLET AND OUTLET BAFFLE AND FI�TER: '" � ' � IIII � WISCONSIN, SEE DETAIL #10 m � � �� _ _ � � ' (OTHER STATES SEE CHART) � Q J LIQUID CAPAC(TY: 19.61 GAL/IN (SEPTIC} � � `` 11.82 GAL/IN (PUMP) � o � TOP VIEW LOADING DESIGN: 8' D" UNSATURATED SOIL W N � � � U � C� O � � � Z Q� TANK CAN BE USED AS: � � � � 0 4" VENT SEPTIC/SEPTIC, SEPTIC/PUMP � Q w OR SEPTIC/SIPHON W o l � O `n COVER: MIX DESIGN #8 NO FIBER) � � � TANK: MIX OESIGN #10 �STRUCTURAL FIBER) � — — — � WLET _ OUTLET CUSTOMIZED TANKS: M - - tI - - FOR CUSTOM TANKS CONTACT WIESER CONCRETE 3 �..� �: �r' �a�o 2�„ � u' � �`) �' � � � � Q � �•� � o Q �—__ � s;—�-�: � � � o U PUMP PAD � � "' DRAWINGS SUBMITTED � � SIDE VIEw FOR APPROVAL APPROVED BY: SHEET N0. 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