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Home My WebLink About006-439-23-3205-SAN-2024-082 �-��:.u�np� L'011RL � ,- � Department of Safety Y � ,/, `�,, �w e C- ', � ='�, & Professional Services, Z �,�i �a� � Sanitary Permi[Number(to be filled in by Co.) ,r � _ :J Industry Services Division �, \ � (i�S I —1 �•� � z'. � ��!_ Sanitary Permit Application � S1�`°�`'d°'a°"°"N°"'ee` , hi accordance with SPS 38321(2),Wis.Adm.Code,submission of this fonn to the approp�iate gu��ernmental unii 1 "" ''-� —�� (�w��" � is rcquired prior to obtaining a sanitary permit.Note:Application forms for state-owned POWTS are submitted to Piajcct Address(if dificrent than mailing address � the Departmcnt of Safety and Professional Seivices.Personal infonnation you provide may be used for secondary � pwposes in accordance with the Privacy Law,s. 15.04(I)(m),Stats. ��da� �p�.�� I.Application Information-Please Print All Information Propeity Owner's Vamc Parcel# ��.�-� a L�r,da. �czofc I I oo(�-Y3`� � �-3 - 32oS_ Property Owner s Mailin�Address Propeity Location SS y� n� Co�, 1��,.� l`'1 '`� City,State Zip Code Phone Number �.a nc�-�-ct i wS S`►B°1 (0 1�1��,��, s�c��o„ 0l3 II.Type of Building(check all that apply) �-ot� �I' 3°) N R_ �`'� E-rn� �I or 2 I�amily Dwelli�tg-�Number ofBedrooms__�_ � Subdivision Natne E31ock# ❑ Public/Commercial-Describe Use � ❑City of _ _ ❑State Oumcd-Describe Use - CSM Number ❑Village of CSh1�d a`7�5 ��w„�,r�rb,�er _ vc 1. 3�b p a�I IIL 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 a licable.) _ A' �.New System ❑ Replaceu�ent System ❑ Other vloditica[iou to Exi,ti�tg Systcm(expl.iin) ❑ Additional PreLreatmcnt Unit(explain) 13. ❑ Holding Tank ❑ In�-Growid ❑ At-Grade �Mound �x��. ❑ Individual Site Design ❑ Other Type(explain) (conventional) C. ❑ Renewal Before ❑ Revision b List Pre��ious Pemiit Number and Date 1'ssucd U Chan�c oY Plumber ❑ Transt�r to New Owner Expiration IV.Dispersal/Treatment Area and Tank Information: Design Flow(gpd) Design Soil Application Rate(gpd/sfl Dispersal Area Required(st) Dispersal Area Proposed(st1 System lilc��ation 3v o �. c� I SO I 9 S 9 (o. C.'7 <<��. Capacity in Total #of Manufacturer "Cank Infonnation Gallons Gallons Units p � o -° � New Tanks Existing Tanks � o � � � � :a c"'s GO h�O c U �n � v� i� �7 a. Septic or Holding Tank �� _ �� i G e(' Dasing Chambcr S V C� �- 'Jr►�C� �Q fL•�'C �rL G V.Responsibility Statement-I,the undersigned,assu responsibili f installation of the POWTS shown on the attached plans. Plumbe�'s Name Q'rint) Plun i'. Sigiiatur MP/MPRS Number Business Phone Number I c�.,: vk1-c� �re Ic� �saa�9 7�5-G3'-�-8��'(.n Plumber's Address(Street,City,State,Zip Code) 1 Y 3 Y Co(.�) 5�a�-t R o � 7 7 ��• w a r c� w.i S�/8 k VI.Co nt /Department Use Only �A o e ,� ��Disapproccd Permit Fee � Date Issued I,suing Agert Sienaturc ��'✓ , ❑Owner Given Rcason Yor Denial $ �� k��`� Conditions of A��proval/Reasons for Disapprova] ;-� � � + � i � � � ' �j `r ��---,1;� ''�r �i� ` � ' �i�I� f��__,�...�_. APR 1 7 2024 �� _ W� �� _ � � � s.�� r � . _ saz,nnr�� c��t�T�r C�J � � � I � \'13 ZOiVlNG.�'.C�i��11�.'!�TRAl"i9"� Attach to comple[e plans for[he sy'stem and submit to lhe County only on paper nol less than 8 1/2 x 11 inches in siie NO RcFU1yD6 AFTER SBD-6398(R.03/22) ISSUE OF pERMIT `'�`_i�J$�7 ��Fp ARTINE,�T Wisconsin Deparunent of Safety and Professional Services �,�� '�i. Phone:608�66-21 12 Division oflndustry Se�vices � ( � Web:http://dsps.evi.eov 4822 Madison Yards Way 3 � �� _ Email:dspsri-wisconsin.eov PO Box 7302 p Ivtad;son,w�53707 tio�g � Tony Evers,Governor '°k�,F�ss 1\ ��`�� Dan Hereth,Secretary April 17, 2024 CUST ID NO.: 713625 Identification Numbers TRAVIS A BUTTERFIELD Plan Review No.: PWTS-042400675-C 14346 W STATE ROAD 77 Application No.: DiS-042414469 HAYWARD,WI 54843 Site ID No.: SIT-128852 Please refer to all identification numbers in each con•espondence with the Department. CONDITIONAL APPROVAL Conditionally PLAN APPROVAL EXPIRES: 04/17/2026 APPROVED DEPT.OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF I STRY SERVIC ES MUNICIPALITY: TOWN OF DRAPER SAWYER COUNTY _— _____ ` SEECORRESPOND CE SITE: "� ��" DEZOTELL -COUNTY HWY M 5902N COUNTY HWY M LORETTA,WI 54896 NW 1/4, SW 1/4, SEC.23, T39N, R04W FOR: Design Wastewater Flow Value: 300 Geomat Mound Component Manual -5/18/22 Bedrooms: 2 Pressure Distribution Component Manual -Version 2.1 Limiting Factor(s): 13 inches (May 2022-2027) Maintenance Required: Effluent Filter SITE REQUIREMENTS • A fiill-size copy of the approved plans, sSpecifications, and this letter shall be on-site during construction and open to inspection by authorized representarives of the Departmcnt,which may include local inspectors. A Department electronic stamp and signature sliall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or instailation and prior to occupancy or use: • A sanitary permit must be obtained from the county where this project is located in accordance witl�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 8 inches. Proper soil moisture content can be detennined by rolling a soil sanlple between tlte 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.Arrangeinents for inspection shall be made with the designated county official in accordance with die provisions of Sec. 145.20(2)(d),Wis. Stats. • A state-approved effluent fllter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • All piping shall conform 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 R11 &812 • Tank Installation to follow all manufacturer's recominendations. • Vcrify property line(s)prior to installation. • Pump Floats to be set and verified per the approved plan. �� r. OWNER RESPONSIBILITIES • The current owner, and cach subsequent owner, shall receive a copy of this letter including instiuctions relating to proper use and maintenance of tlie systein. Owners shall receive a copy of tlle appropiiate operation and inaintcnancc manual and/or owner's manual 1�or tl�e POWTS described in tl�is approval and Wis. Admin. Code � SPS 383.54(1). • in the event this soil absorption system or any of its coinponent parts malfunctions so as to create a health hazard,the property owuer inust follow the contingency plan as described in the approved plans. The submittal described above has been reviewed for confoimance with applicable Wisconsin Adminisn-ative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component inanual(s)refei•enced above. The owner,as defined in chapter l O 1.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Departmcnt per s.145.06,stats. All permits required by the state or the local municipality shall be obtained priar to coinmencement of construction/installation/operation. In granting this approval,the Division of Industry Services reserves the right to require changes or additions, should conditions arise making thein 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 building,sti-ucture,or component. The Division does not take responsibility for•the design or consnuction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact infor-niation listed below,or at the address on this lcttenc�ad. Sincerely, Fec Required: $250.00 Fee Received: $250.00 � �}�� r"]�/-��/J Balance Due: �0.00 G�/I 1 �J1 P• Refund Ex ected: $0.00 Katie Petzel Division of Industry Seivices Phone: 608-574-1189 EmaiL• katie.petzel@�visconsin.gov Residential Application INDEX AND TITLE PAGE All water treatment systems shall be kept out of septic system Project Name: Dezotell-County Hwy M Owner's Name: Jerry&Linda Dezotell Owner's Address: 5846N County Hwy M Loretta,WI 54896 Property Address: 5902N County Hwy M Legal Description: NW SW S 23 T 39 N R 4 W Township Draper County:Sawyer Subdivision Name: Lot Number: 1 Block Number: CSM#: 8765 Parcel I.D.Number: 006-439-23 3205 Plan Transaction No.: 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 Bu terfield License Number: 652879 Date: 04/01/ Phone Number: 715-634-8176 Signature: Designer St p: State of Wisconsin Approval Stamp: �o�d��o�a��Y APPROVED DEPT.OF SAFETY AND PROFESSIONAL SERVICES DIVISIONOFI STRYSERVILES Designed Pursuant to the GeoMat Mound Component Manual 5/18/22 see coRResvor,o ce SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS(01/81)antl � Pressure Distribution Component Manual Ver.2.1(May 2022-2027) Page 1 of 10 �' �. Design Worksheet All tivater treatment systems shail be kept out of septic system r � Residential or Commercial Design � ISD Required? 200.00j Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) Design Flow (gpd) 3.00 Site Slope (%) 95.7� Installation Contour Line Elevation (ft) 13.00 Depth to Limiting Factor (in) 0.80� In-situ Soil App►ication Rate (gpd/ftZ) 90.� Contour Length Available (ft) Distribution Ce . . _ _ . _ _ . 6.50; Cell Width (ft) 3.25, 6.5 or 9.75 Oniv 30.00 Designer Input Cell Length (ft) 2.00 Dispersal Cell Design Loading Rate (gpd/ft2) 30.00 Dispersal Cell Length Required (ft) 2 Influent Wastewater Quality (1 or 2) , r . 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? 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 89.00 Inside Pump Tank Elevation (ft) 0.250 Orifice Diameter (in) (e.g. 0.25) 2.00 Estimated Orifice Spacing (ft) = 6.50 ftZ/orifice 3.25 System Head (ft) x 1.3 7.91 Vertical Lift (ft) 1.93 Friction Loss (ft) 13.59 Total Dynamic Head (ft) 25.69 5x Void Volume (gal) 37.92 Minimum Dose Volume (gal) 3�4.95 System Demand (gpm) e er' e ec on 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 2.00 1.50 x x 3.00 2.00 x 3.00 x Treatment Tank Information Effluent Filter Information Optional 1000.00 Septic Tank Capacity (gal) Lifetime Filter LLC �Filter Manufacturer Wieser Concrete Products, Inc. Manufacturer LT 1/8 Filter Model Number Dose Tank Information Gallonsllnch Calculator (optional) 508.26 Dose Tank Capacity (gal) 508.26 Total Tank Capacity (gal) 11.82 Dose Tank Volume (gallin) 43.00 Total Working Liquid Depth (in) Wieser Concrete Products, Inc. Manufacturer 11.82 ga�/in (enter result in cell DoseTankVolume) Project: Dezotell - County Hwy M Page 2 of 10 - -t :j 1�/�1�0�B�:::::::::::�::::�:.:,''.'''.''''''•.•'••::•:•:Q::::: J �. Observation Pipe ..: .... _ I ��5.�.�.�.'.�.�.�i.�.�.�.�.�.�i.•.•................. ...�.�.•.•.•. • K��' •'':.)'`::�;:�;:'•:.;:';';;::,:;::;:.::;'•;:-;':,`;:�;:;`;;`:y:y:�::::,+,%:�r:..:}.}:;.;r,,,,,�.;:,.:.> I : s:;�;.<s` �.t3;:'�"", n W �...;�..;.�j.�..;�,.;.:it:;�:.•.......�.:.'':::':' — B. ' � ...................'.'.,.'.'.'.,.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' z .3 ..,.........•.•.•...•...•.•.•.•.•.•.•.'.•.'.'.'.'.'.'.'.'...,.......•...,.....•...'.'.'.'. •.•.•�............................................. ....•.•.�.'.'.�.�.'.'.�.�.'.'.�.�.�.•.•.•.•.•.•.•.•.•.•..................... � � L D 10.00 In G 10.50 ft � �20 ft � �9.302 ft 195.00(ft2)Dispersal Cell Area 473.90 (ftZ)Basal Area Available 10.00(gpd/ft)Linear Loading Rate 6" End of B Obs.Pipe Placement GeoMat Dispersal Area Observation Pipe 12"ASTM C 33 sand as GeoMat required for Geo Mat Distribution Cell component 6 GeoMat+12"ASTM C-33 sand 1 � i 98.88 Finish Grade � � � / �ij.� Cover Material 97.75 Lateral Invert Elevation i! '3❑'. �'•'. ij; 96.67 Dispersal Cell � ;�: ,� �-� Slope 3.0 Elevation � '•. .'.'. '' ' ' ` �/• •' '��y.o�,\�` `Contour Elevation 95.75 ,'�c ��i; 7 ,,4 � Tilled Area Forcemain � In situ soil� In situ soil � � Topsoil Cap Z� Subsoil Cap 3� ASTM C 33 sand(F) 4� ASTM C 33 sand (D) 5 0 Tilled Layer 6� Geo Mat See details on page 4 for number,size,and spacing of laterals. Project: Dezotell-County Hwy M Page 3 of 10 TuYn-u�S�,� a,�v�Veordeano�{t,-qlUg- � ,�Sstorificelocated�f�Z�l� �.z �'� Ali oFifitek poltlt'd'ovJh � — -- g - P „ . .T Laterals��&forremalnof,�UC5ch4p'per5hS7atile 84.30-51 Number of Lalerals 2 Orifice Diameter 0.25 in Laleral Diameler 1.50 in Orifice Spacing(X) 2.00 (t Lateral Length(P) 29.00 tl Orifices per Laleral 15 Lateral End(Z) 1.00 ft Orifice Densily 6.50 ft�/ori(ice Lateral Spacing(S) 325 ft Manifold Length 325 ft Lateral Flow Rale 17.48 gpm Manifold Diameter 1.50 in System Flow Rate 34.95 gpm Forcemain Velocily 3.57 (Usec I.ockin6 covcr whh wnrning label. lockin6 device nnd wnler lislv senl Glccvicalbox �"�'�ntedCavcr • ns per N[C 700 nnd SPS 31G.i6 NLC �_ . �l� fin'sl ed Ornde d1.1. .U-I. ,{,y, lSCnnnrrl a^ci�o�ow rirc ^orro�m nm .� � Wircs�romClectricsourcc � �ocommlapcdof � c111uci�lbcin doscd \Oplional o Ilei Forcemain diameler 4"Inlci n.me �il 2 Ifl. oass<�a� �'nsrnuo� rN�� m�a wmcr vnau..rna.m h mim tigl�IgasAcl soli�6rounJ \VwpLdewam Fumeo Sim/Tech Filrer ��M��« STF100 1/16 Hi6hwmcrnlnmi -� e"� 3 � Pump On I�lon[ s � r�n,�on'r•io,� � � Pumpoflelevation(fl) Pump b, 89.83 pi�,.p � Dose(ank elevalion(fl) ..'I3eddinp undcrtnn 89.00 Dimension Inches Gallons Wieser Concrete Products, Inc. A 27.79 328.50 Ca acit 508.26 B 2.00 23.64 Volume 11.82 gallinch C 3.21 37.92 D 10.00 11820 Total 43.00 508.26 Filter Manufacturer Sim/Tech Filter Filler Model Number STF 100 1/16 Alarm Manufaclurer SJE Rhombus Alarm Model Number PS Patrol Pump Manufacturer Champion Pum Com an , Inc. Pump Model Number CP55 Pump Musl Deliver 34.95 gpm at 13.59 fl TDH Note:Switches containing mercury may nol be used in this system. Projecl: Dezotell-County Hwy M Page 4 of 10 . �. 6.50 Cell Width(k) 1.63 Sidewall to Lateral(ft) Distribution Cell Cross-section Arranqements 00000000000000000000 00000000000000000000 � Dislribulion Pipe With Pressure Lateral l�l 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) 30.00 Cell Length-B(ft) End Connection Lateral Layouf Diagram 000000000i�000"0000�0000000000�>'oo�`ooi� oo o°a"b°�b��i°c�5°�b°o$�°�'tf'�o�b°"`i��"�i°.'b�b"o�i o°b��`�6°ts"d°6°"o°�bats�a`>o 0000000000000.000000000000000000000000. ��`��oUo��4t�-b�"��b"�'�c�o�o°04��b�o'�3'" 0000000000000000000000000000000000000 0000_0000_o�o_o_o.o,000_q0000000�000,g_o_�o_o_o_oo_c Sand Fill Recommentled Distribu[ion Lateral � _ n � Orifice5hield Pipe Dia. Approved Infil[rative Fabric �• � I . 3�..'17_'-A57M77 ._, •. GeoMat � ' -T-�-=-.•`-'�� Component � �. /dl]�WmocaJAJnAGI)Smd '.'.'. -�J•'•-'�'•' Infiltrative5urface/PlowLayer g . Iimilm¢FrAa / WaterTleht j 1 0 Topsoil Cap mn.iriaoee a.m�� , z � i , Subsoil Cap eb„ 3 � ASTM C 33 sand (F) �'"`° 4 � ASTM C 33 sand (D) i^mm f� instanm ''e4l i' nai� 5 i. ii Tllled LByei' �a/��o j 6 . .,,, � -- 6 [� Geo Mat �(,7.�$Elal�l } .. ./8°b4inDiaReb Z��ri�)11�YE�C } ' �1� � I �I See details on page 4 for number,size,and spacing of laterals. Projecl: Dezolell-Counly Hwy M Page 5 of 10 Service Provider's Name Travis Bulte�eld —� Phone 715 634-8176 POWTS Regulalor's Name Sawyer County SPIA-Zoning Adminislralion Phone (715) 634-8288 Svstem Flow and Load Parameters Design Flow-Peak 300 gpd Maximum Influent Particle Size 1/8 in Eslimated Flow-Average 200 gpd Maximum BODS 30 mg/L Seplic Ta�k Capacity 1000 gal Maximum TSS 30 mg/L Soil Absorption Component Size 195 ft2 Maximum FOG 10 mglL Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL Service Frequencv Septic and Pump Tank Inspect and/or service once eve 3 ears Eflluent Filter Ins ect and clean as necessa af least once eve 3 years Pump and Controls Test once eve 3 ears Alarm Should test periodicall Pressure System Laterals should be flushed and ressure tested eve 3 ears Mound Inspect for ponding and seepage once every 3 years C,he 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 producls 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 lo the requiremenls in SPS 384,Wis.Adm.Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frosl penetration. Lateral Turn-up Detail 6-8"Diameter oo " '- ^^onoo��000c � ( J O l�O C V O� O O O O 0 0 0 0 0 0 0 o c Finished >u o 0 0 0 � Threaded Cleanout c �n u o 0 0 0 0 ?o 0 0 0 o �000000c i0000 �lawn Sprinkler o 0 0 0 0 0 o n o � plug or Ball Valve o > >0000�Grade , � o00 < >o 0000 .c. 000 oBox ouu .000..___. o 00 ( c >o.000 oo��'oti"�o-ocd o.............�.,.,o�000 oe0000`uo o i� 0000000000000000 000000�`�0 ,V 0 0_0_0_0_o_o_O o_o_o o_o o_o_o 0 0.. -o o u u � oLateral Ends at Last Orifice Where �� 'o�i'o c c ` �� ,I��' .:i��. �uo��ov�� o�o�i 'c � � 00000000000�00000000 0 0�000000000000��;,�;�,� ,I :� � Long 5 W eep 90 of TW o 000000000000 0000000000 �' ��45 Degree Bends Same oe0000`u00000000d'ocid000 000000.0000n00000000no.o DiameterasLateral �0000 00000000000000�� OOOUtIUC��<1000��0�0000G000 ooc�nno . � oc oo �0000 . o�oo< < . o . ., oci000U ->��o a o u � oc oo�o�000� ,� '� T ��Jr5"01]�1[�G�o o ci o 0 - r��%ci��ar�i i��`4i�i ii iSiTo£i o�oiiii'o� �O �_C_J�i y tLo l VJVOOOOOOJ6 �C�O O ii O i��J ii pASI�D�O�O�O�O�O�p�O� 1 I � �i. Distribution Lateral Lateral Cleanout 2.5 Feet Project: Dezotell-County Hwy M 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 mainlained in accordance wilh its'component manuals[Synergy Syslems L.L.C.,Geomat Mound Component Manual version 1,2017,Pressure Distribution Componenl Manual Ver.2.0 SBD-10706-P(N.01/01)and SSWMP Publication 9.6(01/81)]and local or state rules pertaining to system mainlenance and maintenance reporting. Seplic and pump tank abandonmenl shall be in accordance with SPS 383.33,Wis.Adm.Code when lhe lanks are no longer used as POWTS components. Septic or pump tank manhole risers,access risers and covers should be inspecled for waler tightness and soundness. Access openings used for service and assessment shall be sealed watertighl upon the completion of service. Any opening deemed unsound,defeclive,or subjecl lo failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an eHeclive locking device to prevent accidenlal or unaulhorized entry inlo a tank or component. Seotic Tank The septic lank shall be maintained by an individual certified to service septic tanks under s.281.48,Stats. The contents of the seplic lank shall be disposed of in accordance with NR 113,Wis.Adm.Code. The operating condilion of the septic tank and oullet filter shall be assessed at least once every 3 years by inspection. The oullet filter shall be cleaned as necessary lo ensure proper operation. The filter cadridge should nol be removed unless provisions are made to retain solids in the tank that may slough oH the filter when removed from its enclosure. If the filler is equipped with an alarm,the filter shall be serviced if the alarm is activated conlinuously. Intermiltenlfilter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contenls removed when the volume of sludge and scum in ihe tank ezceeds i/3lhe liquid volume o(the tank. If fhe conlents of lhe lank are nol removed al the time o(a triennial assessment,mainlenance personnel shall advise the owner as to when the next service needs to be performed to maintain less than maximum scum and slud9e 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 lhey shall be approved for seplic tank use by the Wisconsin Department of Commerce. Pumo Tank The dosing(pump)tank shali be inspected at least once every 3 years. All switches,alarms,and pumps shall be lested to verify proper operation. If an effluent filter is inslalled within the tank it shall be inspected and serviced as necessary. If the torce main has a weep hole, it should be noted if it is Wnctional during pump operalion,and if not,it should be cleaned. *"•`No one should ever enter a septic or dose tank since dangerous gases may be presen[that could cause death.•"' Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Planlings may be made around lhe mound's perimeter,and the mound shall be seeded and mulched as necessary lo prevent erosion and to provide some protection from frosl penetretion. Traffc(other than for vegetative maintenance)on the mound is not recommended since soil compaction may hinder aeralion of the infltrative surface within the mound and snow compaclion in the winter will promole frost penetration. Cold weather installalions(October-February)dictale that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may nol exceed 220 mg/L BODS, 150 mg/L TSS,and 30 mglL FOG for septic lank effluent or 30 mg/L BODS,30 mg/L TSS,70 mg/L FOG,and 10'cfu/100 mL for highly treated eNluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure dislribulion system is provided with a flushing point at the end of each laleral,and it is recommended that each lateral be Oushed of accumulated solids al leasl once every 3 years. When a pressure tesl is peRormed il should be compared to the initial test when lhe system was installed to determine if orifice clogging has ocwrred and if orifice cleaning is required lo mainlain equal dislribution wilhin the dispersal cell. Observalion pipes within the dispersal cell shall be checked for eflluent ponding. Ponding levels shall be reported to lhe owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional,more frequent monitoring. Contlnnencv Plan If the septic tank or any of its components become defeclive the tank or component shall be repaired or replaced to keep the system in proper operaling condition. If lhe dosing lank,pump,pump conirols,alarm or relaled wiring becomes defective the defective component(s)shall be immediately repaired or replaced wilh a component of the same or equal peAormance. If lhe mound componenl fails to accept wastewater or begins to discharge wastewater to lhe ground surface,it will be repaired or replaced in its'present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media,and related piping,and replacing said components as deemed necessary to bring the system into proper operaling condilion. See Page 6 of lhis plan for the name and lelephone number of your local POWTS regulator and service provider. 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PRECAST CONCRETE RISER � d � � �— � HEIGHT: 59 7/2" O.D. ' y� . �� \� LENGTH: 113 3/48" O.D. ° � / IIII \ . WIDTH: 93' O.D. .- � 4" CAST-A-SEAL \ � 4" CAST-A-SEAL BELOW INLET: 48" O.D. w �� UQUID LEVEL' 43" a > �k' � m24 �' \ � �� WEIGHT: 11.150 LBS. � � o m r(p � l � I � INLET AND OUTLET: \ � \ III \f 4" CAST-A-SEAL 800T OR EQUAL � � /. GASKET, CAST-A-SEAL B00T OR EQUAL 3 � � � � FlL AR OE IIII / � INLET AND OUiLET BAFFLE AND FlLIER: m o � > � �� IIII � NASCONSIN, SEE DETAIL #10 � � � � �� ' (OTHER STATES SEE CHART) � � w �_ _ � a J LJQUID CAPACIiY: 19.61 GAL/IN (SEPi1C) � � LL 11.82 GAL/IN (PUMP) yJ � a TOP VIEW LOADING DESIGN: 8� 0" UNSATURAiED SOIL W � C � � U � '� O � � K � Z D� w TANK CAN BE USED AS: � ¢ � 0 4" VENT SEPTIC/SEPTIC, SEPTIC/PUMP � � N a � OR SEPTIC/SIPHON W _ j� 0 O '�' COVER: MIX DESIGN �8 NO FlBER) �� TANK: MIX DESIGN /J10 �STRUCTURAL FlBER) = � INLET _ — __ _ pU7LET CUSTOMIZED TANKS: � n �I FOR CUSTOM TANKS CONTACT N1ESER CONCRE7E 3 � .,.' _ [] � - �, � z� t � ; ��i i � � _` ��-- i:� J o Q �� -:-•;,� �, � � PUMP PAD �m a " DRAWINGS SUBMITTED 3 N FOR APPROVAL SIDE VIEW APPROVED BY: SHEET N0. APPROVAL DATE: �I � PRODUCTS NEE�ED BY: I OF " TANKS ARE MANUFACIURED TO MEET OR EXCEED ASiM C-1227 REOUIREMENTS � � p�� Ib oF p . � � r 3 r, � r / r � q � `�`:, � 0 U / Z �� -o o. � �d � Q � n � �i Vy R�N ��jd / � _ w � " o / � � � r � � � € o , � e`�� "-o ° � 4` � M� a � �µ ^ / �/ .0 � `� C � �F V F � / // d J C f rC F � 4 b x E ,�, �3 / / x � :; ± r � � � � € i s a � / ° � / / Z � �- 3 � Q d w � � '� 1� � ^J � " Y s a � / � U- � �j u V a �, � � � � � � � o M b n y / C�, ,� � � � � F � / av � / / � s � 3x �` 7 �0 0 9 LL � � n J / / � , � / IN � ,{, w y, �u Q c 1` I .I z 0 O 1n � � � I O O O �0 � y _ � a .. „ 3 � � � H � 9 � � M � T "'. 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Property Owner Property Location � � ,�rr W �, ��da Govt. Lot /V(,� �i, SW 'i s �3 T 39 N R oy E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: s ,,,, M ►.e� � G5 M # $'�'65 �a�. 3 . �� , o a City, State, Zip Phone Number ❑ City ❑ Village � Town Nearest Road Lo� ++a wz sti89 � ( 7iS ) ��1. - 38oa r �J NewConstruction Use:� Residential/Numberofbedrooms p� Code derived designfiow rate 3C�0 GPD ❑ Replacement ❑ Public or commercial -Describe: Flood Plan elevation if applicable it. Parentmaterial loo�...v dee�s��s c.r+« o�hwa.sh --r General comments and recommendations: m S I Tw.. � Boring # ❑Baring �Pit Ground surface elev. Q��d�ft. Depth to limiting factor 1 3 in. / elev.��.Q�ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 � 3/� - G� a�„ v. t, 0. 8 S�-1 0 YR H — i � rw � w ��+ O.(i b . $ ' l - I `IR s c Ry 4 KR'`r/1 i � �r' W l f — -' 1- SYR `! YRy � 5`tRg�i n.�bK r '" — " ^' \ Boring # ❑Boring d '�]Pit Ground surface elev9lo•�5 ft. Depth to limiting factor��in. / elev.�1S•�7 ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIFt2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I U � S YR 3/ �" � (r o, v o.'a � S-l3 Ib7'RM/ — r- 0. �. o� 3 13-1 IoYR s/y `I �/ ' I ma l� — -- 1 - 3 R Y y SYRsh ol rr+ablG -� " ^ ^ CST Name (Please Print) Signature CST Number �1 ?'r � ./U '� o1�G(. S6 Address Date valuation Conducted Telephone Number d 7 I a w�,-d wr y3 ialoq/a3 3 v� �'�4r - 7 ' Effluent#1 = BOD > 30 5 220 mg/L and TSS > 30 s 150 mg/L ' Effluent#2 = BOD, <_ 30 mglL and TSS _< 30 mglL SBD-8330 (R03l22) Page�of .3 ❑ �Boring 3 Boring# �Pit Ground surface elev.�5'�sft. Depth to limiting factor �3 in./elev. 5��t. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundar� Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 `Eff#2 � U- Y23I '� v � v 0�` d•a a - Y y/ � mv�r a�. O.L O •$ 3 1 -� IOyRS/M cap 'YRy��S'�f15/� i 1 .rabK w F — — 4 �-3 ytt HJ 3 . Hciti eSYRs/� x1 w.abK r — �r — �. ❑ Boring# ❑Boring ❑Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. Soil App�ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *Eff#1 `Eff#2 ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIFt2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *Eff#1 `Eff#2 'Effluent#1 =BOD>30 5 220 mg/L and TSS>30<_150 mg/L 'Effluent#2=BOD,<_30 mg/L and TSS 5 30 mg/L � P�� oF 3 a�� ■ � � Q° / ;� .00 / �d / C1 _, // O; / �� 6 �� / // O�`" ; / �• �� / � ��e Q� � / �/ � / /� 3 � s � // / �� 2 � ' � � / � r � ; u / /� �; ` v J 2 Q � �1 � � / Q o i Q /�� J P ,n / / r ° � � � I � I N 4. ��+. ai u W o � � � I z a � �, , � � �� ` � a � o ,� � a .. �, � M M � I �' `J o- P �/! oMo — a � d 9 0� �I w °C w F > M � � > «� _ a y n ,. � I U " � N 2 6 � s P � 3 � � J � � 3 N�1 � V � S c z I I 4I Q r1 4 b Oi �w `� r 4 K y '� � �J � 1 � ° - �fl � 1U N � _ I J � /� 2 > � 0 :'_ .p 0 3 _ t. ' (� 0 3 � oEo � � y 1 z �, �- .� � 4� � �I 2 '��