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Home My WebLink About008-937-19-5317-SAN-2024-115 � Department of Safety �°""`y SAWYER � ��'�E & Professional Services, Z �� ;� Sanitary Pennit Number(to be filled in by C , �s � Industry Services Division � ., i� S 1"�� --c Statc Transaction Number � Sanitary Permit Application ;� =- In accordance with SPS 383.21(2),W'is..4dm.C:ode,submission of this form to the appropriatc governmental unit �WTS-OS 2400920-C (J\ is required prior to obtaining a sanirary permit.1�'ote: Application forms for state-ouned POWTS are submit[ed to Project nddress(il difleren�than mailing addrer;) thc I�epartment of S.il�et��nnd Pro�essinnul Sci��ices. Per;onal intbnnation�ou�ro��ide may'be uscd for secondary �ui�io,c�in accurdancc�ti�ith thc Pri�'nc��Lu�e',;. I�.0-}I I)Iml,Stats. 7 �(141�T !-+.'�'.LT. �' I.Application Information-Please Print All Information � 7 tv �. i 1 Propcny�O�vncr's Numc Parcel# JAMES B. NELSON & LISA C. RAMSAY 008�93 7195 3]7 Property Location 509 DOVER STREET Govt.tot�_ City,State Zip Code Phone Number MILWAUKEE, WI �,,, SeCrion 19 53072 II.Type of Buildfng(check all that apply) �c��# T 3 7 N R 09 w ❑XX 1 or Z Family f)wclling-Number ofl3edruoms � 3 Subditision Name s�o�k� NA ❑PubliciCommercial-Describe _ NA Use ❑Ciry of ___ CSM Numbcr�t2507 ❑Villageof _ ❑s�ate ow„«�—r��s��h�u�� EDGEWATER V11 , P394 ❑ '°'��"°`� --- IIT.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on line A. Check one box on line B.Complete line C if � licable.) — � �e��S��,tem �� Replucement Systrm � � O�her�toditication tu Exi,ung S�stem(ex�ilninl � :ldditi��nal Prctrc�umen[L�nit Iesplain) B. ❑ Holdin�Tank ]n-Ground ❑ At-Grade � Mound ❑ Indi��idual Site Design Other Type(explain) (conventional) C. �� Rcncwal Beforc ' Lisl Pre�'ious Pennit Numbec and Da[e Issued ❑ Rc�'ision �� Change of Plumber —� 9l'�insfer to Ncu�Owner 1=.�piratiun �0-0_ii; �[?vSTALLED 0-3-2R-?0'� N.DispersaVi'reatment Area and Tank Informat�on: _ D�yi�i��(apd) Dcsign Soil�ppiicalion Ratc(gpd�s� Dispersal Arca Rcyuircd(�t) Dispersal nrca Pn�puScd fsi� Systcm�Ic��ation � 225 325 6.70 FT. Capaciry in Total #of Manufacturer Tank Information Gallons Gallons Units p � v -O � �a u New Tanks Existing Tanks � � ;3 � � � � � a L v, ;: rn c.L C7 P. Septic or Holding'I�ank 3000 30�� ] WIESER A UosingChamber 75�� 750 I WfESER X V.Responsibility Statement-1,the undersigned,asse►me respo i1i or in llation of the POWTS shown on the attached pians. Plumber's Vame(Printl Plumber's Signat e MP/MPRS Number Rusiness Phone Nwnber DAN BURCH z?;�� is-a�b-��4` Plumber's Address(Strect,City,State,Zip Code) N59'_1 CT.H.K.SPOONER. lVT 54801 VI.County/Department Use Only PennitFez Dnie Issucd I..�in�:�gent Signauirc [�Ap o�� ❑ Di�appro��ctl � ' `jo0,°° 5 � ;�L,�::��I r.vv�.�� ❑Owner Given Reason for Denial Conditions of Approval!Rcasons fur Disappro�al ;��`�ii�.S�;�� ;�,—�� ' ��..�� '�% ��=�i'�� , .�! � ' � �s � �i 1 ��a��_ S � a .a,. ��`�r r d� � �' �� -�� MAY 5 I ►�� 1 2�24 � .�'hk#._._..�.,��.,..._._...._.w, _� C S'� 2 �( — C�(� s � s�wYER caurv-ry � 1 ZONING ADMINISTRATIO�! Allxch to complete plans f'or lhe sys[em and submi[to lhe Counl}�onl�'on pnper nol Ictis than S I/2 s I 1 inches in size �,��,�;\ NO REFUNDB AF7ER sB�-639a�R.osiz�� ISSUE OF PfRMIT �3��7 � \1:\':\R1�:i1 FqyT � Wiscoresin Department of Sai'ety and Yrofessional Se�vices �" F�,� Phone:608-266-21 12 Di�ision of Industry Services � � Web:httu:;/dsps.wi.eov 4822 Madison Yards Way �' i �� Email:dsps@,wisconsin.eov PO Box 7302 `� ``� �1� ` , !vtad;son,W�53707 ��. � / Tony Evers,Governor J'�'o,�-�.i�- � Dan Hereth, Secretary �.f;sic�_,ti,,�~ May 8. 2024 CUST iD 1v0.: 224832 identification Nutnbers MARY JO HUPPERT Plan Review�No.: PWTS-052400920-C 25720 FIREFLY LANE Application No.: DTS-042419500 WEBSTER,WT 54893 Site iD !�o.: SiT-130085 Please refer to all identification numbers in each correspondenee with the Department: CONDITIONAL APPROVAL PLAN APPROVAL EXPTRES: OS/08/2026 Conditionally APPROVED MUNiCIPALiTY: DEPT.OF SA�ETY AND PRdFESS10NAL TOWN OF EDGEWATER SERVICES SAWYER COU'�ITY DIVISION OF INDUSTRY SERVICES SiTE: �C�� JAMES B.NELSON&LiSA C. ROMSAY 1 194N C.T.H. F BiRCHWOOD,WI 54817 SEE CORRESPONDENCE GOVT. LOT 2, S19,T37N,R09W FOR: Design Wastewater Flow Value: 450 Geomat Mound Component Manual - 5/18/22 Bedrooms: 3 Pressure Distribution Component Manual -Vcrsion 2.1 Limiting Factor(s): 31 inches (May 2022-2027) Maintenance Rcquired: Effluent Filter SITE REQUIREMEN'TS • A full size copy of the approvcd plans,specifications,and this letter shall be on-site during constntction and open to inspection by authorized representatives of the Department,which may include local inspectors. A Department eleckronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupanc��or use: • This system is to be constructed and located in accordance with the approved plans, and the "Geomat Mound Component Manual for POWTS (Version 5/1£�/22)". • The pressure netwark is to be constructed in accordance with publications"Pressure Distribution Component Manual foi-POW�'S (Version 2.1); (May 2022-2027)"and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distriburion Netwarks for ST-SAS (01/81)". • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19,Wis. Stats. • Prior to the construction of the dispersal area,check the moisture content of the soil to a depth of S inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it roils into a '/4-inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed.If the site is too wet to prepare,do not proceed until it dries. • Inspection of the private sewage system installation is required. Arrangements far inspection shall be made with the designated counry official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • �1 stat�e-approved et�'l�ent��lter is required.Ivlaintenance information must be�;iven to the owner of the tank explaining tl�at periodic c(eaning of the tilter is required. � • All piping shall confonn to SPS Table 384.30-3 and SPS Table 384.30-5 � • Insulate building sewer beyond 30 feet per SPS 382.30(11)(c) • Well setbacks to meet chs.NR 8]i &812 • Tank Installation to follow all manufacturer's requirements. • Verify property line(s) prior to instaliation. • Dose or"C"value on the plan is mlder-3 inc}�es. A float switch option will need to be chosei� to handle this. The last 2 pages of the plaii shou�some�ossible float switch options. • Preserve dispersal arca pi•iot•and during construction to avoid disturbance, compaction and use of the site. • Any tall grasses, leaves and shrubs shall be cut short and removed priar to tilling the sw-face for instaliation to prevent mattin� under the dispersal area. .All loose organic material to be removcd from POWTS Dispersal Area. • Ensure the existing holding tank to be used as a septic tank is watertight, structurally sound and baffles are in place. Any changcs made to the tank must be approved by the manufacturer. Thc Sawyer Counry Zonii�g Dept. may require a tank evaluation report to be completed prior to issuance of the sanitary permit. OWNER RESPONSIBILITIES • The current owiler, and each subsequent owner, shall t•eceive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual ai�d/or owner's manual for thc�POWTS described in this approval and Wis. Admin. Code§ SPS 383.54(1�. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in tl�e approved plans. The submittal described above has been reviewed for conforn�ance with applicable Wisconsin Administ��ative Codes and Wisconsin Statutes. The submittal has been CONDTTiONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s)referenced above. The owner,as defined in chapter 101.01(l 0), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless liccnsed to do so by the Department per s.145.06,stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval, tlie Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessaiy 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 Uuilding,stnicture,or component. The Division does not takc responsibility for the design or constniction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below,or at the address on tliis letterhead. Sincerely, Fee Required: $250.00 Fee Received: $250.00 --�'` Balance Due: $0.00 � �''' �� Refimd Ex ected: $0.00 � �C.u�-�„'„6/�L-' ,f; , - f Timothy Zaromski Division of Industry Services Plione: EmaiL• timothy.zoromski@wisconsin.gov • tt�N C�MPCINENT t)ESiGN �� .. INDEX AND TiTLE PAGE �� : tc��3ttF��,, �� `� ��' . `a� � Project Name: JAMES B NELSON&.LISA C. RAMSAY� Owner's Name: __�SAMEj...__ ..�.___,....��._.�=F........ __.___,... Owne�'s Address 509 �OYER STREE'f .,. MILWAUKEE,WI 532Q7 h�0 � � - - - � Property Address: 1194N,C.7 H E_�.�_.LL,� _......____._�� .,...__..�,.� �..�,�m�w. �__._._. Legal Description: ��_ �_� S 19 T 37 N R �_9 W _ Ttiwnsh�_ .E�ewater.. _ .._.�y� Counry: Saw�er_,.__ _.�h..._�.._._.�_ 5ubdivisian Name: GOVT. lOT 2 Lot tVumber. 3 Biack Number: _ NA� CSM#: 25Q7 Parce!i.fl. Numbe�: 048 937195317 _._.._.. _.__ _.__ _..V��u.P.��_._..�_ Pta�Transaction No.: . ..... �_�� ..�...�.._ � ..:�.. , �� .,. �_��.��.._._. ._,. - Cnc�ex ag�s , , : _.�, u:,�. . ..�: Page 1 Index and title Page 9 Tank cross sections Page 2 Data entry Page 10 Site_D�m y.� �, Page 3 GeoMat mound drawings Page 11 Soil test Page 4 Lateral and dose tank Page 12 So�l test�. ��__ 4�age 5 Distnbubon media Page 13 Sod test �_� . _ Page 6 System mainter3ance spec�cations Page 14 Aenai Page 7 Management and contingency plan �-TfM.�i,NG�rls PJ4�v�Dt� .�_�y�z PtS� Page 8 Pump curve and specifications -a�l� P�r�s--�:-�- ._� ___. MARY JO HUPPERT l.icense Number: 1859-007 ._w,..._. ,..._. �.�.�.�_.____.w_�..a._,.__._ __ �.��.�. __ Date: 04/27124 Phone Number: 715-�28 1775 �i?iti=t�"i� � ,/ � 'n�wrs' � �f �� t �� _,.�_.�.�.� ��. , �' ��_�`...' ,�: .#p,��G g��, State of Wiscons�n Approvai Stamp. �� . �,�x� �,�, ,J ,` .."�� Conditionafly � �• APPROVED - '� ;• ��j;;>`f�'�*'n^.: � DEPT.OFSAFE7YANDPROFESSIONAL - � SERVICES i �n��^.'s 4 ONISION OF INDUSTRV SERVICES • j 3 E _ � a��T�'(� '�� '`y L"�� > � . ;. •' .�`~ DesipnAd Pursuant�the ' ��'�'� ° •' ._ �� _ --=-- - ——__._ ,z ��- �� :�. _�:..�oMat Mound Camponent Manua!5I18/22 SEE CORRESPONDENCE ,o ,= 3.� S�1�tMP PubtTc`gtit�p`'�.6[3esign of Pressure Distributian Neiwnrics fer ST-SAS(81/61}and .. �iPr�tire Distribution Component Manua!Ve�.2.1 (May 2022-2Q27} Page 1 of 14 >,,. ,�.. � : : _ >,,. ��E�.. ;��Ot'�C. � . ._ . . ,.. ,.. . . .._.. . .. �.., �. . . Design Worksheet All water treatment systems shall be kept out of septic system � �'i ��1'fTt� .t1 � ..o _�,�. ._s _ ,. ... . , f __,.. r . . R Residential or Commercial Design � ISD Required? 300.00 Estimated Wastewater Flow(gpd) 1.50 Peaking Factor(e.g. 1.5= 150%) 4�O.UE� Design Flow(gpd) 7.00 Site Slope(%) 96.70 Installation Contour Line Elevation (ft) 31.00 Depth to Limiting Factor(in) 1.00 In-situ Soil Application Rate(gpd/ft2) 80.00 Contour Length Available(ft) IS 1'��3Ci�iOt1 .� Ci �_6_SQ� Cell Width(ft)3.25, 6.5 or 9.75 Only 50.00 Designer input Cell Length (ft) � Z 00! Dispersal Cell Design Loading Rate (gpd/ftz) 45.00 Dispersal Cell Length Required(ft) � � 2j Influent Wastewater Quality(1 or 2) E Center or End Manifold Are the laterals the highest point 2 Number of Laterals in the distribution � Y � 3.25 Lateral Spacing(ft) network? 9.79 Forcemain Drainback (gal) If N above, enter the elevation ft � 0.50 F�rcemain Filter Loss(ft) of the highest point. 2.00 Forcemain Diameter(in) 60.00 Forcemain Length (ft) Does the forcemain drain back?� Y � 90.00 Inside Pump Tank Elevation (ft) 0.156 Orifice Diameter(in)(e.g. 0.25) 2.00 Estimated Orifice Spacing (ft)= 6.50 ftz/orifice 4.55 System Head (ft)x 1.3 6.95 Vertical Lift(ft) 0.95 Friction Loss (ft) 12.95 Total Dynamic Head(ft) 44.04 5x Void Volume(gal) 53.83 Minimum Dose Volume (gal) 26.93 System Demand (gpm) � �a ,m � ti� ��,�. # .�,. Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x X 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x �: _ - � Treatment Tank Information Effluent Filter Information Optional 3000.00 Septic Tank Capacit al) see pump tank Filter Manufacturer Wieser Concrete�Products, Inc. Manufacturer see pump tank Filter Model Number Dose Tank Information Gallons/lnch Calculator(optional) 750.00 Dose Tank Capacity(gal) Total Tank Capacity(gal) 20.28 Dose Tank Volume(gal/in) Total Working Liquid Depth(in) Wieser Concrete Products, Inc. �Manufacturer gal/in (enter result in cell DoseTankVolume) Project: JAMES B. NELSON &LISA C. RAMSAY Page 2 of 14 �'`�' � g�-"Y�' �r £: �,� r.,� Li: �a;•�- ..y� f. �f�*xt� ° r; ,�. „-`', i a•�," 4 � ' � :'- ` _ r . .,> :_•�: , .,�t.�:. ..., � ._ . , .�.._ .,,<�. _ i'.:.,. �.� __ . _�i ....r.F'_. ; . xu " _ �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � ': 1/�� J Observation Pipe '�' � _ � K 6 A . . ., .,,, , , . ,. ._ , ,., , ., . . . . W :�. . .I . : . . . :� — ��:�:•:�: . . .�. . • B : .•. .•...•.•. .•.•.•. .•.................•...•._.•._.•. ...•. .•... . . ...•....... .•. . . I ...Q. .•.�.�.�.�.•. .�.�.•.�.•.•. .•. .�. .•.•. .�.�.�.�.•.�.�.•. .•. .•.•. .�.•.•. :�. . : . � . . . . . . . . . . � L � A 6.50 ft E 5.46 in H 1.00 ft K 7.31 ft B 50.00 ft F 14.50 in I 8.22 ft L 64.62 ft D 0.00 in G 0.50 ft J 4.24 ft W 18.95 ft 325.00 (ftz) Dispersal Cell Area 735.76 (ft2) Basal Area Available 9.00 (gpolft) Linear Loading Rate 6" End of B Obs. Pipe Placement ounct Cross �ec�ian� «vv� ' � 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 ;;; g�, ,' . r �' , , �'�� , �,`, ��Z �: i%� - 98.91 Finish Grade i�jj Cover Material 97.78 Lateral Invert Elevation � J �� ' i 96.70 Dispersal Cel� /'�� ,�,,,�� Slope 7.0 Elevation /.; � � d . �� Contour Elevation 96.70 - � � �� Tilled Area � Forcemain In situ soil In situ soii v fiading Key �" 1 [� Topsail Cap � �_„_,� Subsoi� Cap 3 � ASTM C 33 sand (F) 4 �� ASTM C 33 sand (D) 5 Q Tilted Layer b � Geo Mat See details on page 4 for number, size, and spacing of laterals. Project: JAMES B. NELSON & LISA C. RAMSAY Page 3 of 14 t „i r;�:' }�'a?�cn:.�r'7 q t�^. �� CAF��: o-,v i Y.'..a��,�� Y�u 4�'y � r � 4 s .. . . . "'"� '. . .. .,.. ,�_ ,.:_ . -,,.-1 ., �.,.. .,, ...... -'�"� •�--'Tur»-u'p w ba vatve or cleanout plug�-�u�-�� 1 � �Z J lst orifFce located at 2 r All orifices point down t -- �--- --_ _X. _ _�_ . . _ _ t P :Laterals&force maln of PVt Sch 40 per SPS tabie 4.30-51 Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing(X) 2.00 ft Latera�Length(P) 49.00 ft Orifices per Lateral 25 Laterai End(Z) 1.00 ft Orifice Density 6.50 ft2/orifice Lateral Spacing (S) 3.25 ft Manifold Length 3.25 ft Lateral Flow Rate 13.46 gpm Manifold Diameter 1.50 in System Flow Rate 26.93 gpm Forcemain Velocity 2.75 ft/sec Locking covcr with�vaming Iabci, locking device and wnter tight seai : A"VentcdCuveY Clectricallwr as per NGC 3U0 �"`--� - and SPS 31C3R�VAC f- w::__ ..}�,i,._Finished Grade.--.._,.1�.�-___—____�_--._:� -..._. .___.. __�d.-1. �1�,-1, .._. _1?isCOtu7C&1 4"Clean out Pipc � � ,__Opiional bni�v Ivc Wires rrom Glectric source � - f to comrol she� oF „�,y,__-. ___._----. .___.--- --------_'" �-1 eftluentbeinbdosed � \Optioml o tie� Forcemain diameter 4"Inlet PS11iItec .% t��Amr � �'I ��-- � - �==�i 21n. Doss stop �� 4 AS"il�t 303�pipc io� and a'alec __.�l_..� � ��c forc yn�m unln f 1 sofid gmund / An iight gaskct Pumco I �'�i 14'ttp 6olc��r m�t I Clearflow I��r�^�,��a��« NSSCFF324 ' � {High watcralarm � � �- j'�, 3( � Pu�np On Float � t � c� �----Pump off elevation(ft) � Pump 011 Ploai � � Pun,p h� 90.83 � �� . / The°C'value or dose � r�� _Dose tank elevation(ft) is under 3 inches.A float "I3eddinQ undcr tan• � / 90.00 switch option will need to "'�'�""„"��"""=`�"`i'�_ � <� - - be chosen to handle this. The last 2 pages of the Dimension Inches Gallons Wieser Concrete Products, Inc. design show some possible A 22.33 452.81 Capacit 750.00 float switch options. B 2.00 40.56 Volume 20.28 gal/inch C 2.65 53.83 D 10.00 202.80 Total 36.98 750.00 Filter Manufacturer Clearflow � Filter Model Number �NSSCFF324 Alarm Manufacturer SJE Rhombus � Alarrn Model Number AB Tank Alert T— Pump Manufacturer Zoeller Company Pum�p Model Number 152 Pump Must Deliver 26.93 gpm at 12.95 ft TDH Note:Switches containing mercury may not be used in this system. Project: JAMES B. NELSON&LISA C. RAMSAY Page 4 of 14 i.i 1"� � d� "M `i. 'V � �� y �.Yk L's 'E��A' w'� ? I�„=> '`'� �x Y.. .� d ' 6.50 Cell Width(ft) 1.63 Sidewall to Lateral(ft) Distribution Cell Cross-section Arrangements ��.��____r�: f` � ___��.�____�__._________��..�_�_.____. ��__. n`'c�_..�� Distribution Pipe With Pressure Lateral L,.J Orifice Shield • Turnup Enclosure — — — — — Pressure Lateral GeoMat is covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout-Typical 6.50 Cell Width-A(ft) 50.00 Cell Length-B(ft) End Connection Lateral Layout Diagram ___.__._.. ..._.._ ._ _. _._, ., ,.-,. ,._,, . ,._ ., , _ ...,, .�T _.. ,..� . _,� , . t - � _ z � - .. •�f+�+.:.+'�Lir-y{�'�f' n.h.w:r+{r.�'qf.1l+Lrr"`.:;'r".i}�"�"w` "`�"' 'r.r-'y""" '"'r. �r ;?r�.1R'"�rt' ,."� �' � C � �y ) >�- .1 � � #.�r_++nw�►*!i+nr '.�i"++{��'�i�!T"�;'L`'!?4nSr`+�.+�r(�+ ` .."�4`wr4� r}1+'��Ct�4it�'!`}i- �i','+ `�1 -� , > < �7 4�=- _ .. .s_<_'. ��__:� , ��_',� �__ �_ _ ,. ,._:��.�. _, . . t�? ,� .��.��..._`..._�.5.. �_ ._`y � _ . .. Sand Fill Recommended Distribution Lateral � c � _ Orifice Shield Pipe Dia. j Approved Infiltrative Fabric i � 4"..,� _ � �.i.��33� � GeoMat ,` ,'. . f �" ; - .-=� �•:' ,`� Component 0 �-�'�ddiA�aas!A:TM�33.^..yad . " Infiltrative Surface/Plow Layer , �. ,. Fec� �Water Ti¢ht� e 1 r----� Topsoil Cap Toiler Flange ; �' 4"Min �� 2 �'� $Ub501� C+'dp I � � jtebar 3 L�� ASTM C 33 Sand (F) � � ` �'^r ' ' �# C'_,,:,� � ASTM C 33 sand (D) � S Q Tilled Layer S"Min f� i Install at � � � nd/Geo 1 Min �5��~: i 6 �.'..�:� Geo Mat f,-- :r"_� �#/$"�in�c�Feba�� t�1'EifCl.�"ET".�1�A.� . _ , � � �1 ; s �2'ASIN��33scaQur�C7eoor�+ __�' ____ � See details on page 4 for number,size,and spacing of laterals. Project: JAMES B.NELSON&LISA C.RAMSAY Page 5 of 14 '� ::� Mo�rnd Sy�. - �� . ��y Service Provider's Name BADGER PUMPING Phone 715-635-724;� POWTS Regulator's Name Sawyer C_ounty SPIA-Zoning Administration Phone (715)634-8288 Svstem Flow and Load Parameters Design Flow- Peak 450 gpd Maximum influent Particle Size 1/8 in Estimated Flow-Average 300 gpd Maximum BOD5 30 mg/L Septic Tank Capacity 3000 gal Maximum TSS 30 mg/L Soil Absorption Component Size 325 ft2 Maximum FOG 10 mg/L Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Inspect and ciean as necessa at least once every 3 years Pump and Controls Test once eve 3 years Alarm Should test eriodicall Pressure System Laterals should be flushed and ressure tested every 3 ears Mound Ins ect for ondin and see a e once eve 3 ears Other Miscelianeous 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 piow. 5. The mound structure ar+d 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 � .� h 1 � �� i)�''' �.( _. �t k Lateral Ends at Last Orifice Where - �� 1 F'Si � `"` -'t � �� ` �_' ' �'` �"��" Long Sweep 90 or Two � � ��45 Degree Bends Same � > ,.�,, �. � , � � _ Diameter as Lateral � � c � � > < �C�' t.. ] `i 3 l�� ." _ .�yy _ F S ��',t f,.�':��7�'- f�, i .�-1:'.��'��t'r ��;��,�i {,'�=a� 6�•wF��h, �� Distribution Lateral Lateral Cleanout 2.5 Feet Project: JAMES B. NELSON &LISA C. RAMSAY Page 6 of 14 Mound System Management Plan Pursuant to SPS 383.54,Wis.Adm.Code General This system shall be opereted in accordance with SPS 382-84 Wis.Adm.Code,and shall maintained in accordance with its'component manuals[Synergy Systems LLC.,Geomat Mound Component Manual version 1,2017,Pressure Dis[ribution Component Manual Ver.2.0 SBD-1070fi-P(N.01I011 and SSWMP Publication 9.6(01181)]and local or state rules penaining to system maintenance and maintenance reporting. Septic and pump tank abandonment shall 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 Ihe completion of service. Any opening deemed unsound,defective,or su6ject 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. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s.281.4$Stats. The contents of the septic tank shall be disposed ot in accordance with NR�13;Wis.Adm.Code. The operating wndition 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 filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm,Ihe. filter shall be seroiced if[he 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 Ihe tank. If the contents of the tank are not removed at the time of a triennial assessment,maintenance personnel shall advise the owr.er as to when the next service needs to 6e pertormed 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 generally not required. However,if such products are used they shall be approved for septic tank use by the Wisconsin Department of Commerce. Pumo Tank The dosing(pump)tank shall be inspected at least once every 3 years. All switches.alarms,and pumps shall be tesled to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. If the force main has a weep hole,it should be noted if it is funr,tional during pump operetion,and if not.it should be cleaned. "*'""No one should ever enter a septic or dose fank since dangerous gases may 6e present that could cause death.*"'* Mound and Pressure Distribution Svstem 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 prevent erosion and to provide some protection from frost penetration. Traffic(other than for vegetative maintenance)on the mound is not recommended since soil compaction may hinder aeration of Ihe infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations(October-February)dictate that Ihe mound be heavily mWched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODs,150 mg/L TSS,and 30 mglL FOG for septic tank effluent or 30 mg/L BODs,30 mg/L TSS,10 mg/L FOG,and 10°cfu1100 mL for highty Ireated effluenL Influent Flow may not exceed maximum design flow specifed in the permit for Ihis 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 Ihe system was installed to determine if orifce clogging has occurred and if orifce deaning is required to maintain equal distnbution 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 4 inches considered as an impending hydraulic faiWre requiring additional,more frequent monitoring. Continqencv Plan If Ihe septic tank or any of its components become defective the tank or component shall be repaired or replaced m keep the system in proper opereting 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 pertormance. N the mound component fails to accept wastewater or begins to discharge wastewater to[he ground surface,it will be repaired or replaced in its'present location by increasing basal area if toe leakage occurs or by removing biologicalty clogged absorption and dispersal media.and related piping,and replacing said components 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 regulator and service provider. 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OST-POL1f2: �h�:'!F ti� MWY TQ kiAlOEN RQ�K. 'M 54750 � �a ��v�sEo �Ar�. 20�0 800-325--8456 ��: �� ,:� �,�f'� � � f V L ! [iIR• s � �Q� •� �"• • L t r ��fl��t-�c��v��: ��gs �: ��.sa+► � �.,ss� � k;�� .� =- �o �'. (exceptavh�rae noted) Lega�Descriptit�s�, �� l�F ��T. LQ'E'xL (,.Ot 3r C�/wl�# Z5D'�� 3�'1;f, j�-�backhae pit 5 t 4�T3�"�,D4W�, ��1 t� �#�E W�rI�R�,_,SA�Y�R �e u�u t`� i'd ,q� �r r w t�CONs7 n1 � 4� �-t r ��3�y 1 �t�t N CT-K � Narth � a ; /� r-,.-; � ��_ � ...� ,,, ; �;s� ' �` v�, � � i 1 i� ��'"'� �'�� _ 4',� ��',,�� '`" ��r� "'� ��, f � � � � .. ��.:.:. �.�.�_v . .�,.,,�,,WwF.��, ..._..;:��'' _ .�._._.._ .� - ,.. �,�� ";�' �'�°''�"-� ,��K � ��: '- ��,,,.-�`'�``�� ` e� `� � ---� ,{� 9� �Jz-�� r . ��' �� '�'��' _ �' , ��, � .-�, �i'`''�.�i J',�ScK� ti �,;�_ ,,� `�{ � {�y,�� 4 � y�,�t �C•�&;.�..;,� ,n ��r�°'``"'t•`�� {y C � � �'S.d' ,�' } � ^ ! ��«* �t� ��' �- ' +� � t�� ;�„�'"rf t y : 'r ��" '`w`�? �'`,� .t,� �l ��'�,� ��,�`�' '.��t� � � - . �� '�� ` _� ! Co�`�' '� � � y �� `� _ ��. � r��.� . �, . � . ��"�.- _ � � ��* �� _ ._� ,J � � �� (�-, ;�'```�'�� "'' ��h' f � f,�,o- `��/CP�a,'� � `+.� ��d� ��. ,��' '7't " �'�!� �'CY� t�#` at, �_.,.M__,..� ..,..�..�._. ''- � �� p/� � , ' � -,. �„ t , . ., �;;�.-, , , �.��y� ., �� 1��'1; ; � . � , . 3 i C � � I I. I ' , � � I ' 1 i _ . ..- � .. . . . ,. . ..- . . � .. � •. . . Descriptian ol8peration ��WaRN��,�O The DoubleMaxT""pump switch provides maximum accuracy when pumping water or sewage.The DoubleMaxT'"includes iwo mechanical floats that are combined with a relay.On liquid rise,when both floats are up,the relay will activate and pump down to the lower float(reverse order for pump up applications). Features 2"-60"Pumping Range Flexible SJOOW(UL,CSA),water resistant,rubber(CPE)cable 15 Full Load Amps High Impact PVC Housing Operating Temperature 0•140 F Float Housing 3.25"D x 4.55"L Installation 1. Determine the pumping range(Fig.1 and Fig.2). 2. Tighten the Relay Box on the discharge pipe at desired Ic�ation,see Figure 1 for levels. 3. Tether the bottom float at 3",tighten the clamp on the discharge pipe. 4. Secure excess cable from float operation. 5. Piug the piggy back into the receptacle,then plug the pump into the back of the piggy back.For bare lead models,see Figures 3,4 and 5 for wiring diagrams. 6. Cycle system to ensure proper operation. Pump Down Model-Pump Activates on Upper Float _ _ _ __ Puanp�p lModel�Pump,'�ctivates-on-LowerFloat --- --- - ----�; �> cF�s.z) Pump Up ump Down STOP START Relay Box 3"Tether PUMP PUMP �I R4NGE RANGE � . 2"to 6� 2"to 6� 3" eiher (START) (STOP) Note:To achieve minimum pump range the bottom tloat mus[be Note:To achieve minimum pump renge[he bottom float must be mounted as high as possible and clamped on the back side of mounted as high as possible and clamped on the back side of pipe(Fig.2)rather thao'Yront side"as shown(Fig.1}. pipe as shown above(Fig.2). Wir�ng (Fg.3)-Hard Wire Installafion with Bere Leads (Flg.4)-Bare Leads by Removing Piggy Back Plug (Fig.5)-Factory Ordered with Bare I.eads or Piggy Back Plug Removetl (DoubleMaz*"must be 230VAC model) G N L1 �N'CTION�BOX • c'L2�� x+cnoN sox � G 12�� i,NonoN eox POWER SWRCE POY�ER SOURCE POWER SOURGE eLACK I BI.ACK I BLACK � � ��WMITE � �—�WHITEIftED��-�� --WHITEIRE��- -� G .. RED G I 4E0 G. , REO— GUMP PUMc �UMP G T2 T1 G T2 Tt G T2 T1 Apleren Mdustrles•PO Box 827 Naw1�Y,MN 56549•P:218-483-3054•F:218-483-3036•al�eronlnd.com Pege 1 of 2 � i V'�{E�B �llC�jiC� �t1��i�7 S1ME�C�1�'S C�If�Ct��/ COf1�f01 �1.�?'�]' ;il iC3 .3 t�� 2� ��al. 1��i'±ls Fc)C}i .. t.'f ¢ u .�,_ ��< <iC` [_�4:'�' ��..t ti � � : � lE`- `�`��^`� � ��TyPe��_� ��,� _ Purnp � : Ma�c Pufrrp , Max Rurrtp � PucnpFng � �� ` ` � Activatia�s� � �eo�tr� .-, j�Run Current Stairt C�rrent �ta�g e � � � Mechanically � 1/2 HP, 120V 13A, 120V 85A, 120V 7 - 36 :n � � SJE PutnpMaster° WPS Activated 1 HP, 230V 13A, 230V ; 85A, 230V (18 - 91 cm) � .:v z,.. .� _. , , ,_� <. , .._�„ Mechanically 1/2 HP, 120V 13A, 120V 85A, 120V 7 3G in = SJE'PumpMastere ' : �. � � � Activated ��1 HP, 230V 13A, 230V � 85A, 230V (18 � 91 :rn) =.ti�;� • � �� ; ��: � � � � � � .,.,;;<. r. ; `- Mechanically '; 3/4 HP, 120V 15A, 120V 85A, 120V '�- 36 �n ` ; SJE PutnpMaster` Plus Activated ' 2 HP, 230V ' 15A, 230V � 85A, 230V (1$ - 91 cxn) � .., , . � - - _ �. 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Mecharncal{y 1/2 HP, 120V 13A, 120V - 85A, 120V �- 36 n fSingte. p�;e, Double 7hrow) Activa#ed 1 HP, 230V 13A, 230V 85A, 230V (1$ - 91 c rt3} ; ' Mechanically < 15 FLA, 90LRA " 15A, 120V 90A, 120V 3 � 48 ia Doubie Float° Master Activated " 120 or 240V 15A, 240V 90A, 240V !7.6 - 122 cm� �_ MU�T use if dose < 7" unless using VerticalMaster below �� - � � � �� Mechanieally ' 1 �1/2 HR, 12�5V � 20A, �25V �� 120A, 't25V �� 2� i��; S,JE AmpMaster° - Activated 3 HP, 250V 20A, 250V ' 12QA, 250V `(23 - 61 crr�) _ , y_. � � v SJE VerticalMaster• : Mechanically ; 1/2 HP, 120V w 13A, 120V 60A, 120V J5 - 6.5 in ; � '``�''�'�,t"°�ra°e"PP''�at�°"s) � ACtlVated 1 HP, 230V 12A, 230V f 60A, 230V (2 - 17 Cm) : �. ,3 . , s..�,.,� Use purnp 10A, 12VDC 100A, 12VDC Mechanically ' $- 36 rr� $ S,JE'MieroMaster�AC/DC run and 10A, 12VDC 60A, 125V Activated ' (20 - 91 c�n) ; start current $A, 250VAC 60A; 250V Mechanicaily ; Use pump 13A, 125V 78A, 125V $ - 36 ir ' &JE MicroMaster° Plus WS run and � Activated � 12A, 250V ` 72A, 250V (2� - 91 cm) ` start current r (� � ' e l, : K �._ w � �.r� ,� ��.� �� ' � C^ ,�.�� e� �h��-�� „� �," �y�� ti,� � � ��,�� r� .��: �j�fj��, � . ab � � < � � � � h Y �Ai„�� ti*z� , e � a1�r�""�y'.�..�� x Y�� n � - � �'�: `�'�8t' § 2, �f.��'� § q t g� 49(`��e� £� ,� ,.: � ` ' Use pump 125V �- 36 'tn � Mechanically ; 13A, 125V � 78A, SJE HiTempMaster'" run and i Activated 12A, 250V � 72A, 250V (2Q - 31 Ctr�� =; start current � ° California �op fi5 requires the following: QWARNING Cancer and Reproductive Harm - www.P65Warnings.ca.gov � 888-DIAL-SJE (888-342-5753) v"=� -� customer.service@sjeinacom , ,;�� www.sjerhombus.com SJE RHOMBUS� ` 95001366 0 �,20 �O 2018 SJE, Inc. Ail Rights Reserded. SJE RHOMBUS is a trademark of SJE, Inc.