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Home My WebLink About026-939-23-3206-SAN-2023-133 �._____�_..� ��pa�f��t �, :��afety c,,;,�;��.� � 1 �� S�� e�` -� I # _`� Profes�ion�f � �:rvices, __ __ _ _ _ $ � i S.u�t. , i�.rinit'� i.��,�r .� t,c i:licd in h� �� , P$ i ,�ic�ust:-y :��rv�c�� Divisioi� � � � � '' � ; �9 S 1 G�-1 `'� � ____ _ _ `- - --�-- _ -- ___ _----- --- _ _ .1�1�1�<ip�}� Pt-�'�"11�r ,iyr,;,s��it JIi � ,,..,_, ,,, �.,�,_�, W Inacccrdan�c��itlt ,l �`�� i�l �"��, dm.Code.-;ubni a, ^ t_ �f � : < <+,i�ir ��i�ii �� s ; 0�230�1 -- is required prior to o�.,nnu� .i_.uiitai� ��c m�t l��,te APp i�i �; � � for � t�� rc ;� i � � �u � �' � (��i i_� t�ress) � die Depaament of Selet� and I'�nfr�si i �;�r�� 5, :'�s , il . , , ,�,� �c •, �i.'�� ir � n_:u ,'.� �; ��t(c'�` �: purposes in a�cordancc:+ith tl�c Pri��c �.;i�s. (�4;11 i : ' � �� _.� - -- -�- - --. ___ . ----� �1-�ctw� t--1- �. 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N.Dispersal/Treatme��t Ara;e an�t Tank Informatio:i: - - -.____ i__-- -- --- -_ -- __ _ -- - Desig�Plow(gPcl) l)u;i��i�;� ;I.�_n;,li��atinn 1-,ate(eE�cl�,u � ! . ��,,��! .i, i:.�. . ��i�, �l>� ,�:��,�l llrca 1 ru" _..., ,.��,,.0:� � '�c�� , .+-v' /.� ' �-�„b a�� z �� i Q 3,o� � --r---- --- -- ,;,:, �„-__ _ __ . _ _� _.. --.- , _ ._ ____ -_. _ ___—,— � I I'ac[urcr l' Tank Inform:ition (ia loi�s i (�n!��,�ti � .��, � I � , � o ---- ---- --- --- _, ` N:�ti��Canks Fxishne i n.,�, � � � � ti _ � .�, � � "� � � cc co � i � .� i j � - ' � r: u� � ✓: i , � - ___ _.------'-----�--�---- --- --�-�- } . .. . , -- Septic ur Holding"I'ank _ ,] 1 • c��' -- . ✓ -- �---� 'Z CbG9� � i 1 i ltJ l�'J'cQ- G� Dosing Clirmbcr � _�zsti.-��--�---1----.�....,,...,� �� ,......,v i..,L,.....�1�.gC-� ----,w r�' ,,.a.�, �Y.$espon5ibili�ty�f:�teei�r..:s- 9,tLc�noidersi�rsed,ae+�izna�r��p��nai�i� t;=.�.. .:r,Y�:,2..4ie-��f?�Le i'{)N��'C4 shown o�[_.r��!�.<<i:��_ ,�...nc. - - ____ ___. _ _ ____ _ __ _ _.� ._ .__ . _-- . __. . - - --- -- Plumber�s Name I I�,ii;t i ��''I�n�P_ ,'i ;_�s� . _ � ^.1P''v1i'R�:' � 'F..,:c'�'�an;ber ,.. Jerry Ruid Excavating, LLC � �� i��2 ' ?�.�- -t`�z- 2�� _ _ -- _ _ __ �_----- - -- ---- — � P�� r�m�-F�WY�� -��,�---- - �- - - Stone Lake, WI 54876 ' _._Y.�..� a.� �.�.w.�.___....__ _.. _ ..��___.._._.�...a.__..._.�..,. , VI.Coanty/Deparhnent Cis:di[:ty._,._�.._._. 2�j - ---- . ___._ ___) . _ _ -_._.______------�- �A� � f�J ❑Disap�,� i�, r:�, �u�-�i i ,uin��:agc.it Sicn, :� �z,, -� . �(DO.�o � �� 3 , �'I,�UI�.e,�.�Nr�,�� ` C!��cnci (��en Rra�,,r tor I:.�zia� ; Conditions of Apprc��l'hea,<<,,.: !�,��iisap�,�ocal ,r.....�,��'_.r,_._.._...,._,...___.�._..�.__,._..�._.......�,.._.._.___._.�. + 8 4° Date � �3 ______ � v � 4r ��' c� D � ed , �� :hk# 3S� � �S"� �3— �� -� �cpt# a�� JUL 0 5 2023 �..... .,_..�,�,.�. n� .r..�, �.... ,. ,.m�....�,�. . � z . �1N�l.,EFi��OUNT I .,..... :au,iilcv�p.l.�..,�f;.�t�vPu ,t,c � :.it�ir�.e � _^,.. ; ., .� � �.,. .a�. ..than ft t�2' ��AD��N�S ' NO RCFUNDS AFTER ��5�'' � sa�-63ys�x.o3�z�� ISSUE OF PERMl7 r �4./�\ Wisconsin Department of Safetv and Professional Services ��. ��.'y Phone:608-2fi6-2112 Division of Industrti-Services '�;� � ',1�,�, W�.b:lstt�, �d�:��i�v_ 4822 Madison Y3rds�ua}' � � ��"tiE Fm3il 7�_�. �rut_cox i;�.�x,ol� PO Box 7302 ��1 � `` 1�ladison,wI 53707 �` Tony F,vers,Governor �kf„ �� Dan Hereth,Secretary ,�. June 19,2023 CUST ID NO.: 224059 Identi�ication Numbers � � � KEITI�E STONER Ylan Review No.: PWTS-062301161-C 23220 WOODCI�,EK RD Application No.:DIS-06�326593 SIREN, WI54872 Sitc ID 1�To.: SI"T-117134 Ylease rcfer t��all identification numbers in each correspondcnce wi#h tht DepartmenL CONDITIONAL APPROVAL C��f��a1ry PLAN APPROVAL EXPIRES: 06/19/2025 �� MUNICIPALITY: ��'� �F ��ET�Y A�C� P��F�� i� TOWN OF SAND LAKE �E�1��CES SAWYER COiINTY ��lli a(�?�! �F 1tU�t�x`C�� E 11I�� SITE: /'j' ��f� MCINTYRE GSF MOUND SYSTEM �J.�.O C/f/.�Q�� 5865N HAM LAKF,LANF STONE LAKE,WI 54876 LOT 2 OF CSM#8655 VOL. 38 PG. 8 NWI/4 - SW1/�l SEC.2�--�-u---- --- �---�-�--��-�---�- T39N-R9W �� C}��E��Q�� FOR: Design Wastewater Flow Value: 300 GPD I;ljen GSF Mound Cotnponent Manual- September 2019 Bedrooms: 2 Edition Limiting Factor(s): 24" Maintenance Required: f:ffluent Filter SITE REOUIREMENTS • A full-size copy of the approved plans,specifications, and this letter shall bc on-site during construction and open to inspection by authorized representatives of the Department,which may include local inspectors. A Departinent electronic stamp and signature shall be on the plans whicb are used at[be job site ior construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • It is rt.ct>m�nen��e�i tr,fence ot�'ciispersal a�e.a pri€ar and e�urin�c€��;�s��s°ti�,n to kavc�icl clisiurl�a►�cc-,ctsrre�aaceio�i�od use drf thc site. • �'�'itli ne►v const�uctit�n,it iti recz�mnienc�et� nc�t to tacti�<�tc it�e I�urti�a in t�ia ci�tsc t�nk until �l�c: t�aa�s<��c�urnpc€� prior tu hcfineowncr occ�pancy. • Wastewat�r�ener�ted t'rc�m e.ontractt�rs cleanin�of cxlc�i{3a.��en€nn�i�s�c>[�an�tigAr lest-e�a��r•a�saiz�tr€ast's�_�n J�r��ducts�shatl nu# be dischar�ecl intv the clrains discliargin�;to thc g�rivrit�<>��it� �s°askez�ater trc�tn�ent 4�stem (1'O��'"I�S}. �-aste henerated shail be�ro�3e►•lY ciispc�se�i uf��n-sitr�or�ff'site. • Any tall grasses,leaves and shrubs shall be cut short and reuioved prior to till'nig the surface 1or installation to prevent matting under the dispersal arca. • Prior to construction of the dispersal area,check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducuig the infiltration capaciry of the soil.Proper soil moisture content can be determined by rolling a soil sample between the hands. tf it rolls into a 1/4-incli wire, the site is too wet to prepare. If it crumbles, site preparation can procecd. If the site is too wet to prepare, do not proceed uutil iC dries. • Electrical connections shall comply with SPS 316.300 and N[:C 300 • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 � �• Insulate building sewers beyond 30 feet per SPS 382.30(11}(c; � OWNER RESPONSIBILITIES • "The current owner,and each subseqiient owner, shall receive a copy of this letter including instructions relating to proper use and maintenaiice of the systen�i. Owners shall receive a copy c�f the appropriate operation and maintenance manual and/or owner's manual for the POW"1'S described in this approval rnid Vu'is. Acimin.Codc S SPS 383.54(1). • In the event this soil absorption system or any of its component �arts malfiinctions so as to create a health hazard,the property owner must follow the contingency plan as described in tbe approved plans. The submittal describecl above has been reviewed for coni:ormance ivith applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONllITIONAl.T,Y APYROVl?D. 'F'his system is to be constructed and located in accordance with the enclosed approved plans and witli any component manual(s)i-efercuced above. 'The owner, as defined in chapter 101.01(10), Wisconsin Statutes,is responsible for compliance with all code requircrnents. No person may engage in or work at plumbing in the state iu�less licensed to do so by the Dcpartment per s.145.06,stats. All permits required by the state,or the local municipaliry 5hali be obtained priar to commencement oi� construction/instal lation/operalion. In granting this approval,the Division of Industry Scrvices rescrves thc 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 componeilt The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerniiig this correspondence may bc made to me at the c��5�tact information listed below,or at the address on this letterhead. Sincerely, � �'ee Rcquircd: $250.00 Fee Reccived: $250.00 ��,�� ,��,� � I3alance Due: $0.00 � � Kefut�d};x ected: $0.00 Travis Wagner Division of Industry Services Phone: 608-598-0715 EmaiL• travis.wagner(c�,wisconsin.aov GSF WI MOUND DESiGN PR4GRAM INDEX AND TITLE PAGE ��x,�p��f�� Project Name: Mclntyre GSF Mound System Owner's Name: Melissa Mcintyre ��N�` ��A �� '�� "�� " - ��r,�< e� �'� Owner's Address P.O. Box 6212 ��`�� £ ��I�� Two Harbors MN 55616 .S�,O ,��/!!!�I Site Address: 5865N Nam Lake Lane Legai Desaription: Pareel in the NW1/4 -SW1r��a�c: - �--��-�-�--�------------ — �� C�R��`� Township: Sand Lake C�unty: Sawyer Subdivision Name: Csm#8655 Vol. 38 P�. 8 Lot Number: 2 Block Number: Na Parcel I.D. Number: 57-026-2-39-09-23-3 12-000-000060 Plan Transaction No.: Page 1 I ndex and title Page 2 Data entry Page 3 GSF mound drawings Page 4 Laterai and dose tank Page 5 Distnbution media Page 6 System maintenance specifications Page 7 Management and contingency plan Page 8 Pump cun�e and specifications Page 9 San�tary Site Plan Attached: Tank Cross Section Attached: Sflil and Site Evaluation Designer: Keith E. Stoner �y�'��`� �°��P ber: 1575-007 � Date: 6/7/2023 __ � � ,j�;�n�� 715-566-0900 �a � � �� Signature: ��" "" ' ~�-1575 � : � Designed P"'�cysua�t to3ht�s. ' � � GSF ound Componen�(lanue�,��1��7„�;�1'�}, �d SSWMP Publication 9.6 Design Pressure [��I��Z`s for STSAS (01/81) '��r+`�itl�tl'litit��`� GSF Mound Version 2.26 ' Page 1 of 9 � ; I li � , i � li GSF WI MOUND DESIGN PROGRAM DATA ENTRY Site Information R Residential or Commercial Design ��Number of Bedrooms(optional) 300 Design Flow(gpd) 15.0% Site Slope(%) � � 102.00 Installation Contour Line Elevation(ft) 45.00 Contour Length Available(fl) 24 Depth to Limiting Pactor(in) � 1.5 In-Situ Soil Application Rate(gpd/ftzj EFF#2 Distribution Cell Information A42 Unit Used 8 Cell Width(ft)3,4,5,6,8,9 or 10 ��=Dispersal Cell Length(ft) � 2.0 Dispersal Gell Design Loading Rate(gpd/ft') 2 Influent Wastewater Quality Are the laterals the highest oint in the distribution � Pressure Distnbution Information network7 Enter Y or N E �Center,End or No Manifold(Pump to Gravity) � 3 Lateral Spacing If N above,enter the elevation ft 2 Number of Laterals of the highest point. 0.188 Oriffce Diameter(in)(e.g.0.25) � 2 Estimated Orifice Spacing(ft)= 6.60 ftz/orifice 2 Forcemain Diameter(in) 110 ;Forcemain length(ft) Does the forcemain drain back? �� 93.15 Inside Pump Tank Elevation(ft) 3.25 System Head(ft)x 1.3 17.94 Forcemain Drainback(gal) 9.4C Vertical Lift(ft) 28A0 5x Void Volume(gal) 0.98 Friction Loss(ft) 45.95 Minimum�ase Volume(gap Add'I Fitting Fnction Loss(ft) 19.66 System Demand(gpm) '13.63 Total Dynamic Head{ft) Lateral Diameter Selection Manifold Diameter Selection in.diam. options choice in dia. options choice 0.75 1.25 x � 1.00 1 50 x 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator Se tic Tank Information Total Tank Capacity(gal) 2000 Se tic Tank Capacity(gal) Total Working Liquid Depth(in) Wieser Concrete Manufacturer gal/in Dose Tank Information Effluent Filter Information 75G.36 Dose Tank Capaciry(gal} _�Pol -Lok Filter Manufacturer 20.28 Dose Tank Volume(gal/in) �_ PL-525 Filter Model Number WieserConcrete Manufacturer Project: Mdntyre GSF Mound System Page 2 of 9 GS� WI M�UND DESIGN PROGRAM GSF MOUND DRAWINGS Mound Plan View _ __.��--- -----___. --- _ _._._, _ .. .__.___.__ __.-. _ _ ._.____ _ _, __._ 4- ~ � � � , Ai ` ___ ; � � � � Y �� i € p i _ {��yFa� � . ' S.9.. I t � .. . . .._ �.—`____... � __'_.___._...__ ____ ___"_______ _....___.—__—...__..___�.__ —...�.___.._.__—_.� . i � �..i._.._ _.__.__— .____ . _. .._iY�V--._._ �K _� g_.,.__ � �..� �__...__— _ ___— - --•-� L- --�_�� N._- Mound Component :j:men�ions A 6.00ft E 2280i� . ;0ft K 9.10ft �._._ B 33_00 ft F 7.U0'i� 1 1�.27,� L 51 .20 ft � �� D 12.00 in G 0.50 ft 4+ � 4.31 ft W 26.58 ft 198.00 (ft`) Dispersal Cell Area 735.00 (ft?) Basal Area Available 9.09 (gpd/ft) Linear Loading Rate 3.30 {ft) 1/10 B C7bs. Pip�s Piacement Finished 104.5$ (ft) Grade �'��'�°�'��'� � .��«� , � k.��,�, �---� ei`"'«�'`; . �,�,a"�, I G H �,�4.,_. �. y .�b � 103.58 (ft) F .��` � `".. ' �� Lateral Envert 103.00 (ft1 a ---,:. �«f� ��; .�:;;..�.r ��. Elevatian ��s: �'" . ,-,.� �` ��a Dispersal Ceil �,�> , : .5.�,•'�",,�„'� �� .� � ; Elevatian : ,� . , .��< < . < ., ,��=r � � ��a. > > > , , , . � . . , ) ) J > >1 i f < t l><f5�f� ) . dS'J� :'t*�� < < � < q , . < < < < < < � , rr > > � : , � aa�� .� � � < � < : � : . � �' � , . . � ` f > M t 1� > t i f > > > > > Y ' f C 4 S e 2 t < � : i �l < 1 �� { � ' : t . a l � < e � Y { � � . . ♦ . . . n � � .. � } � . i > : a s } > > > > ? : ! . t � � , l�� f < S � t e ' t f � t . , < < v - . <�< < <�<�t i soz.aa cft� . ; t > , � . . z., , . , . � , , : > >., , , , r , >,, ,_, , �,� �1�5 S f i l <�{ � t�< . < < t Y x ��t < < C L i S�C . �< . S Y�J : > T t i ` >�t . S � i > > a > : } ) a . >�> . • . � < < t�� i < a . i ; i + : t < < S . < i <�< < � a - ` ' . t e �> . > i�? J : > ` : Y S ? o • �f�i o > > J i Contour . _ � . <.s,�,<,.' ° � : < ; : : < <.< < �,�; > , > > , ; ,�. , > > � t . , �< < . , , �>�. . Elevatirsn 15% Site Slope Shading Key C � ' Typical Dispersai Cell � +*+ Topsoii Cap � .n.��; See Page 5 � ? " °•'.` Subsoil Cap o £'- � �, 2 ft Geatextile ;,�;;,3:�� c � 'i ��;:��,� ASTM C33 Sand � .° � Fabric --� ' 4 <,.,<,< Tilled Layer � � � 4"' f ��l � 5 '`•� GSF Media �' ��— --�� . '� ' �,.�. 1 � � � o.� �t � _.�__, A ' See details on page 4 for r:4r��e� ..ize and spacing of laterais. Laterals are located in the 4" gravity 'disiributian pipes as shown on page 5. Project: Mclnty�e GSF Mound System Page 3 of 9 GSf VVI MdUND DESIGN PROGRAM LATERAL AND bO�E TAPdK End Conneaion Lateral Layput Diagram � � � Place Apprapriate Lateral Diagram From Right Below �r Tum-up wlbal!valve or deano�plug i--------.__.___ —____ -----P —-_._ —� � �__.� �--- �._.________._._- — -- —_ _____ —Z—�---�'1st orrific2 located at Z ' � X----� GYrifices pant up exoe{�t every^� 5th a�e pants dcwun fa' ' ` drainage. 5 � Ed�of distnk�utipn cell �� _� ___ __ ___ _ __-- —� --�__.� � _ ___.___ �_ � _.._---—�..,. � Foroe main cormedion via tee or aoss to rrr�nrfdd at ar�y pomt. Laterals&force main of PVC Sch 40 ' 'All laterals identical with orrifice equaify spaoeci. (per COMtN Table 84.30-5} �--Edc�of distribution c�i ' Numbers of laterals 2.00 Oriflce Diameter .. $�:;: � �n Lateral Diameter 1.50 in Orifice Spacing(X} 21fi k tateral Length(P) 30.52 ft Qrifices per Laceral 15.00 Lateral End(Z) 0.7R ft Orifice Density 6.60 ftZ/orifice Lateral 5pacing(S) 3.00 ft Manifold Length 3.00 R tateral Flow Rate 9.83 gpm Manifold Diameter 1.5Q in 5ystem Ffow Rate 19.66 gpm forcemain Velocity Z.Ol ft/sec Pump Off Height 12 in Qose Tank Information LOG{t1I'1�C(N@('�N111 N�iRil(X,j � . �abd and�odang d�ioa and � B�ric�asPerNEC300 _.._..I � L`_ �aledwat�tic�t arxi Ccmm 1828VV1C _._ _.__ ___ _.� ��. � � ____ ___ �r-� i_ � 4in�rtun. � ----� ( '1 �'�. ...r .�.----- � .- ---... .... _.._.---..- � IaSCClit1@Ct� i "" __...,.._ _._._.. . . ..__..... _ � 1 : '` - . -__ ... _ ... i. X. ;..'T . . I, � i i , i ^ � -Wtan�e aklet I�im i,-- —_. 1'arkcon�paia�isprtperlY�ented ��` � � _ _.____ . ' � � ' � I _ i � FOrcgnam bameter — ��----_. _—. � ti� Z Itl � ,. ,� '� ..�_.� Wieser Concrete Manufacturer 4 � ' .....__. .._ .�..., `...,. Capacity 750.36 Gailons A ' � '; ,, vU:ep tw+e or Volume 20.28 gal/inch � ; anti�siphon ci�+�ce B � � I � pimension inches Gallons ! A 20J3 420.49 C ; � B 2.00 40.56 �� , � � Punp off elevatic�(ftj C 2.27 45.95 ; � b 12,00 243.36 � � � 94.18 Total 37.00 750.36 a � --� � .. I ___ e__....., t..� ... . � . _�_I ; ; �+ Dosetank eie�ation ift) _ ---.. —Mn3"Be�ngur�ert� _ _ � ------ a`�I` I 93.18 Alarm Manufacturer S.J.E.Rhornbus �� Alarm Modei Number � Tank Alert 1 . � � Pump Manufacturer Zoeiler Pump Model Number �� 98 � Pump Must DeUvery 19.66 gpm at �_ 13 63 ft TON Project: Mcintyre GSF Mound System Page 4 of 9 I ' I i � GSF WI MpUND Ut�SiGN PROGRAM DISTRIBUTIC?N MEDIA , G5F Distribution Cell Media Layout L�Cell Width (ft) 1.5 Sidewall to Lateral(ft) Distribution Cell Cross-section Arrangements . Drag appropriate drawing to space belaw. , ��' �'��. , �_ �.. � h - � �, l � � 6 ft Wide ( . �~ x A42 ti `; A42 _:K �.,� �J�. �+� _�._.� ��. �i ComponenY legend f�� ASTM C33 Sand/Mound Sand •/ � � A42 or 843 Module ��r , �.�__..._�_____�._a.._. � �:�__:_::-�:.�� lateral �1___ �_�_� Turn-up(contained in Turn-up Enelasure) � � � Distribukian Cell Plan View Layout-Typical 6 Cell Width-A(ft) 33.00 Cell Length-B(ft) 8 A42 Modules Required per Row 16 A42 Total Modules Required End Connection Later Layout Qiagram Drag appropriate drawing from left to space below. FORCE MAW � ��Lh r k �>, ta+�+4;tM��F�1'Jr �w .JH � $ P ::,�y� a ' . 7s �t r I f 4 !�' � . . - �6 i S �'C�`ft� - ��" 1f�� JY '�� F....S �.ti fi � ��°�M x '� > 4?�-��.: � T wtf x,», !5 r:. .v f� c �. ,v`.1 n .: ,r° , y. .�..�f . � . . . •� .L. S.. i S,,�i� �,riu��t�r � af"�'4 7 t;,.�...,'...,x 4 i:' �,�f'' �. R x�r. ;)C "�s� t.,-c'4.ti J'�'�2 r-, � ,_': 6 F'f W1DE , e.::.�..��>.� z�_ ..._� '� E Ef� _.. . . ___-- — — CpNNECTiON '�'�'�-�r �-�*-�--r- r--- .� � r . � ., ,,,.r �. ,;•� y t . � r K 3 � f��. � ti ;- 1 0.:s "� ° � i Y r. c,.� , n> . r s'i��,,' '�J� �.W�d -,�� ° +� 1 r � �,��' �� .�� * . , .. �� . .N,,r. -� . • � �. . �_, .r. . „_,�,,,�,..i_ . Project: Mcintyre GSF Mound System Page 5 of 9 GSF WI MOUND I�ESIGN PRC�GRAM SYSTEM MAINTENANCE SPECIFIGATIONS Mound System Maintenance anri C7peratian Specifications Service Provider's Name 5cott Poppe � ��jPhone 715-634-7279 POWTS Regulator's Name �Sawyer CounCy Zoning Clffice Phone 715-634-82&8 � System Flow a�d Load Parameter� Design Flow-Peak 300 gpd Maximum Infiuent Particle 5ize 1/8 in Estimated F!ow-Average 2�q gpd Maximum BODS 30 mg/L 5eptic Tank Ca�acity 20d0 gal Maximum TSS 30 mg/L Soil Absorption Component Size 198 ft2 Maximum FOG 1b mg/L Maximum Fecai Coliform 10E4 cfu/100 mL ServiCe Frequency Septic and Pump Tank Inspect and/or service ance every 3 years Effiuent 'rilter Should inspect and clean at ieast once every 3 years Pump and Controls Test onr.e�very s years Alarm S��ti«id test monthly � Pressure System Laterals should be fiushed and pressure tested every 1.5 years Mound Inspett for ponding and seepage onw every 3 years C3ther Miscellaneaus Construction and Materials Standarcis 1. Observatian pipes are slotted and materials conform ca the standards,have a watertight cap,and are secured in a as shown in the Elje�mound companent manual. 2. Dispersal�eil media conforms to Elje�products approved for use with the Eljen Mound Component Manuai appraved August 2026. Eljen media is covered with the manufacturers geotextile fabric. 3. All gravity and pressure piping materials confarm the requirements in the state code. 4. Tillage of the basal area is accnmplished wiCh a moid board or chisel plow. 5. The mound structure and other disturbed areas will be s?eded and muiched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail 6-8"DIAMFTER LAWN SPRINKLER FINISHED GRADE�-------�-- �-- -- �. � _ � � THREADED LATERAL ENDSAT LAST 4 PERFORATED PIPE CLEANOUT PLUG ORIFICE WHERE VARIABLE � 4"END LENGTH GLEANOUT BEGINS �qp � �_._._ __..-- __.__....._._.......__------ ---�. ._�-- LONG SWEEP 90 OR _ ...... .. _... _ _ _._.. TWL7 45 DEGREE BENDS ,..._. ,,,,,_�.�_...,_ SAME OIAMETER AS LATERAL --�--- DISTRIBUTION LATERAL LATERAL CI.EANQUT Project: Mcintyre GS�Mound System , Page 6 of 9 � � GSF WI MOUND DES�GN FROGRAM MANAGEMENT AND CONTINGENCY PLAN Mound System Management Plan General This system shall be operated in accordance with SPS 82-84 Wis.Adm.Code,and shall maintained in accordance with its'wmponent manuals Eljen Mound Component manual August 2016 and SSWMP Publication 9.6(01/87)]and local or slate rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank smce tlangerous gases may be present that wuld cause death � Septic and pump tank abandonment shall be in accordance with SPS 83.33,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 B- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or componenl � Seotic Tank The septic tank shall be maintained by an indivdual certified to service septictanks untler s.281,48,Stats. The contents of the septic tank shall be disposed of in accordance with NR�13,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 sball be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in tbe tank that may slough off the(Ater when removed from ifs enclosure. If the fiker is equipped with an alarm,the filter shall be serviced if the alarcn is activated continuously. Intermittent 81ter alarms may indicate surge 8ows or an impending continuous alarm. The aeptic 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 ot the tank are not removed at the time of a Uiennial assessment, maintenance personnel shall advise the owner of when the neM service needs to be performed to maintain less than maximum acum and sludge accumulation in the tank. The addition ot biological or chemical additives to enhance septic tank performance is generally not required. � However,if such products are used they shall be approved`or septic tank use by the DepartmeM of Commerce. � Pum Tank The pump(dosing)tank shall be inspected at least once every 3 years. All switches,alarms,antl pumps shall be tested to verify proper operaGon. It an effluent filter is installed within the tank it shall be inspected and serviced as . Mound and Pressure Di�ribution Svstem � No trees or shrubs shoultl be planted on the mound. Plantings may be made around the mound's perimeter,and the mound shall be seeded and mulched as necessary to prevent erosion and to provitle some protection from ftost penetration. Traffic(other than for vegetative maintenance)on the mound is not recommentled since soil compaction may hinder aeretion of the infiltrative surface within the mound and snow compaction in the winter wilt promote frost � penetration. Cold weather installation5(October-February)dictate ihat the mound be heavily mulched as protedion . hom heezing. � � The pressure distribution system is provlded with a Flushing point at the end of each lateral,and it is recommended that each lateral be flushed of accumulated solitls at least once every 18 months. When a pressure lest is performed it ahould be wmpared ro the initial test when the system was installed to determine if orifice cloggfng has occur�ed and it orifice Geaning is required to ma�ntain equal distribution within 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 6 inches considered as an impending hydraulic failure requiring additional,more � � frequent morritoring. Continqencv.Plan If the septic tank or any ot its components become detective the tank or component shall be repaired or 2placed to keep Me system in proper operating condition. If the dosing tank,pump,pump controis,alartn or related wiring becomes defective the tlefective component(s)shall be immediately repaired or replaced with a component of the same or eGual performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the growd Surface,it will be repaired or replaced in its'preseM location by increasing basal area if toe Ieakage occurs or by removing biologically � clogged absorption and dispersal media,and related piping,and replar,ing said components as deemed necessary to bring the system into proper operating condRion. Sae Page 6 of this plan for the name and telephone numb�r o-`yc•.:r!.:cal i'C4V i S rcgulalc�and service provid=r. . Project: MclrHyre GSf Mound System Page 7 of 9 Page 8 of 9 TOTAL E�YI�lAIIl�if��' HEAD � ! � � � FL.OIII� PE� MINUTE � � � ` � PUMP PER�ORMANCE CURVE � � � � f MODEL 98 MODEL 98 ` z5 Feet Meters Gaf. Liters �� T s <a 5 1.S � 72 273 �, 10 3.0 61 2�1 � '� � � 4 15 4.6 45 170 � ,� . ___ �. _______. ---�---- 25 95 � 1 � 20 j i.f ` ! Shut-off Head: 23 ft.(7.Om) � ` 0 � 1Q 20 3Q 4a 50 80 70 &0 � GALLON5 ulTE'�RS t � 0 80 160 240 FLOW P�ft MINUTE aocs�v _._.�_.,..__._ _ �. --�-� _ .,„.... ,�� , a '�0��,��.z < '.: _ .�. = �. `�r��e��'� '�'�"ji�Y'� �r`�i�.�i = ;_' , , .....f�.�...�.r�.*a �'�i r' ' . � . . .......��+.,.«+�.v:..., ..,,.,�..,.:...�-,•..._ ....� ....�,«,..�.�.�d+.,...�. .w:..,::.� � v��,.�S,.F 'i*"- . . , .... .. .Y.. ..�..:_ ';,; . �'4.,31 � � '�f;?L°�i :V47��:+ � . �`�'S a ' �F � . o ` ..� -,.: : f..7�. ,� �� .f�� .�'F.r1Yl�F�k�!. :"��(,��",�( �'� . . . - ' -_:.._ � _ ..�..;__...._— ---�.._.,__.,.:�..�.::....�..,�.._......�_._.:� ._..._..__.,..,. . M98 Single AutU 115 i 94 li[ � �GQ� 36 ��.� �16_� .1�:.. . 4.� N98 Singie Non 115 1 9.4 1/2 ' 60 36 18 2 or 3 4 D98 Single Auto 230 7 4.7 112 60 3fi 16 1 4 E98 Single Non 230 1 4.7 1i2 Bp 35 t� 2 or 3 A BN9$ 5ingle Au;o 115 1 9.4 �;2 60 37 17 " — BE9$ Single Auto 230 1 9.4 1/2 80 40 18 " -- � *BN and BE modeis inolude a 20' (6 m) piggyback variabl4 level pump switch. Additio�sal cord lengths are available in 25' IS m� and 35' (11 m�. 50' (15 m►corda are availabie for 230 V units ortly. SE�ECTlON:iGUIDE 1. Integral fioat-operated mechanical switch, no external control required. 2. For automatic, use single piggyback variable levei float switch or�auble piggyback variable level float switch. Refer to FM0477. 3. See FM1228 for cerrect modei of simplex control panel. 4. See FM0712 for correct model of duplex control pane! or FM1663 for a residential aiternator system. OP710NAL PUMP S7AND P/N 1Q-2421 • Reducas patential clogging by dabr�s � � � Repiaces rocks or t�ricks under the pump , • Made of durabie, noncorrosive ABS � Raisos pump 2° (5 cm} off botTom of basin / � • Providea th:: aeility to raisa intake by addi�?g s�cti��ns o' 1'r��"�or 'l." � /� �� (DN40 or DN50} PVC piping � � "—�' • Attaches secureiy to purrip • Accommadates sump, dewaterinq end effluentapplir,trtions NQTE: Make sure float is free from obstructipn. � 4 ', A CALITION All instailafion of controls, proteclion dovic.n,$ and wirinp should �r, di>ne by a qualified Gcensad �leetrician. All elect�iCal and safety codes should be followed including the most reC�nt National Electrical Cod�?(NEC) and thc Qr.oupattonel Safe.y pnd Health Acl(OSHAI. � n Copyright 2Q23 Zqei'isr� Co. A61 rights reservad. 502-778-2731 � 800-928-7867 ( 3649 Cane Run Road � �ouisviile, KY 4021 1-1 961 � zoellerpump.com �� a � �► a � � �,--��--- � � � � ro � � � � �R d n ,'� ^ � � ___.__ C r � � M: � � � C � ° � � o-c � � y � Ii � ��-; � � ='� �� "' b � p � �, �. � � O g � � � � � � a � a �'� n � 't'� � � ~ ce y Q N ^s� �`Y - mo �, � Y � � � �p�' � � � O `Z7 � N � ro f° � � N � � �„� nQ � c., t N b �.,. � w. cti„ S� q n �"� w c0 � � A � � � R � �. _' � � � � 4 `y � �' h t�0 � a � y ��``��7'"�- � �i �' p� `'r �, o �y ee �,�,, �o �.• � �V � � � � � � � � � �� `ti p �,� � � Q ,p'�b � n� � � � � � � � � � � � � �b �� G» � � � '� O � ° � y r: sZ, ° ii � � o �, � � � C'� s� � v� � � '� y �� ro o _ p � � h �� b � p 2, ,.d '�.' �' t�p ` (� �j ry�Q c� q � � � � � � � � �� yro' � �„ � � p "x7 ''O � �.. 't � ^., «�v. d � � � C S'+.� � � � � � � N b�"' � r� �'CS O p Q '''� � � C''� t� °'"' O �+. � � N C � � � O� t�' � t` ^ � ri- ,,,,, C ~ �7 � C � fi'�."w � �A �V c � � � �' p S�` C ,ni t�i� n m �a i �.'� � '�7 w �� , � � � w � � � �, � "` Q `'`�� ~ � o�....a � `� o "` : �` � Q � _ � � � � � � ;.� � � � � � � � � � � ��°„ b WLP750-MR - TANK SPECiF1CATI0NS � � o o a a- I DIMENSIONS: � o WALL: 2 1 f 2" a a BOTTOM: 3" , ' 4" CAST-A-SEAL� I -_ 4" CAST-A-SEAL COVER: 5" j;; y_� MANH�.E: 24" I.O. PRECAST CONCRETE RISER Q �-� - �;. HEIGHT: 54" � �. `:. i, OUTStDE DiAMETER: 7'-Q" �� ,�i BELOW INIET: 42' a ri� �`L�Q- �u UQUiD IEVEL: 37" t� ,'-'�\ '�y ,'—`��t YVEIGHT: 6,150 LBS. � � �` � i � INIET AND OUTLET: �: c°-.� � E I � � .� ` �� 4� CAST-A-SEAL B�T � EOUAL GASKET - � � o � l 1\ -� . "` �� r \ `n �� FlLTER OR \ a� INLET AND OUTLET BAFFLE ANd FILTER: \ m " � ' �� $AFFIE ��;� WISC�1$IN, SEE DETAIL �10 Q � � u V ��„ _,�' {OTHER STATES SEE CHART) n o o� � � ___ � W o �tQUIQ CAPACITY: 20.28 GA�/fN � � Tt7P VIEW HOLDING TANK: � � WTLET HDLE PLUGGED � Y �, ACTUAL CAPACITY: 7P�? GALlOt4S �,., � �.1 i_OfaU�t�G '��LSIGN: 8'-t}' t��#SA'tURATEO SOII � z � � � �n TAhIK CAN BE USED AG � `� � SER�!C / HOLDlNG ,� �UMP OR SIPHON � o� cn� � ? o �� COVER: MIX DESIGN �$ {NU FIBER) �i 3 � (� TANK: MIX DESIGN �7� (STRUCTURAL FIBER) � � t in k ,'�^f�'. ;� CUSTOMIZED TANKS: -� _ -__- ---- . �_ FOR CUS7'OM TANKS CONTACT 1MESER CONCRETE 3 INLET - OUTLET � a i "�' i :�'�� n a � "� d`O- � � v ¢ � � � ' � �t i '� i a� � � i 2�"- �-- ' I a t -�----��--��,� � � --_ _----- '� -. PUMP PAD REVIEWED BY a � �, REVIEW DATE � a. W � DRAWINGS SUBMITTED s�oE v�Ew FQR APPROVAL APPROVED BY: 5H=ET NO. APPROVAL DATE: � � OF PRODUCTS NEEDED BY: / � TANKS ARE MANUFACTURED TO MEET OR EXCEEO ASTM G-1227 REQUIREMENTS ON,C.�RT.11�. /,..--`�= PRIVATE ONSITE WASTE TREATMENT co��ty \_` � SYSTEMS Sawyer � j D$p � , ( POWTS) '-� $ ,. k� �---�-, : '°� INSPECTION REPORT Sanitary Permit No: Safety and Buildings Division (ATTACH TO PERMIT) GENERAL INFORMATION �3^(33 Personal infonnation you provide may be used for sccondary purposes[Privacy Law,s. 15.04(1)(m)] Permit Hoider's Name: ❑City ❑ Village Town of: State Plan Transaction ID#: ��Ss� �Nlc�n *� S� (�,(/'� ��'o�3c�l 161� C Insp BM Elev: BM Description: Parcel Tax No: (oa.�' � oc��►n..� we� ba(� —93�_�3 -32o�O TANK INFORMATI N ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV Septic �` ,ti„ay� �, y�� Q� Benchmark oO.o � Dosing �.le,,,� w;2�..�/' Aeration Bldg. Sewer Holding St I Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet �(�,$3' TANK TO P/L WELL BLDG AiRiNT°KE ROAD Dt Inlet ��, S'/ t Septic NA Dt Bottom �.93 � Dosin � � ` � NA Instaliation � 9 '� -� ��d �a Contour (O ,CS Aeration NA Header/Man. Holding Dist. Pipe PUMP 151PHON INFORMATION Infiltrative Surface (O3.b � Manufacturer (�5-- Demand Final Grade Model Number �'g GPM TDH Lift Friction Loss Sys Head TDH Ft Forcemain L 9�,0� Dia �`` Dist.To Weli DISPERSAL CELL INFORM TION DIMENSIONS �N L 3 #of Cells Type of System Distribution Media Manufacturer: SETBACK OHWM of Nav ° Conv ❑ Aggregate �Q,� INFORMATION P/L Bidg Well Waters o GP ❑ Chamber Model Number: ❑ EZFIow CELL TO s �' (�/ Mound � Other �� --- -- — — ----- DISTRIBUTION SYSTEM X Pressure Systems Only _ _--- Header/Manifold Distribution Pipe(s) �! X Hole Size X Hole Observation Pipes� C Length Dia � Length Dia Spac I I Spacing �Yes ❑ No — - -- ._— --- SOIL COVER -- - - — - - Depth Over ( ,� �epth Over y Depth of / � Seeded/Sodded Mulched Cell Center �- Cell Edges �� Topsoil b _� .�1 Yes ❑ No � �Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) ��(� �� 3 � �.�� v�� -(1 i�s�� ss `��, ►��.�f. -� � � �. � �3 �� _ Plan revision required?❑Yes❑ No ��p p� I'� � ` _ II' G�i � � l� Use other side for additional information Date POWTS Inspector's Signature Certification Number SBD-6710(R.3/01) AOOITIONAL C�MMENTS AND SKETCH SANITAAY PEAMIT NUMBEA: _ �-3 -(33 ___ 0 r-- � ��. ��'�� _ �� , ,,, ��` . � /��- ' �� . (� �� ' , J�`' �� '��3 � � g1� ,�� ,y:� � � ;� a�� sT �i� ` �,, °,�� I ��, SS , �r ;x�� ' 3' � � .� � � i � .2^8 Y �5 �� e� � � �� _ �„�. � uawt� ,' " . �_ I l 5 -