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Home My WebLink About016-1005-70-025Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 642228 GENERAL INFORMATION It Stale Plan ID No: Personal information you provide may be used for secondary purposes (Privacy Law, s 15.04 (1l(m)) C p ,. C RAW 1 Permit Holder's Name City Village Township Parcel Tax No John Yoder TOWN OF GLENWOOD 1 016-1005-70-02 CST SM Elev Insp BM Elev BM Des iplion Seclion/Town/RangelMap No l OL9 • % AwZ 1 03.30.15.49A TANK INFORMATION Z 'r J .. c d n dj'fk r- 1,. ®, u.i ELEVATION DATA TYPE MANUFACTUR CAPACITY Septic Dosing -760 Ae ati HoIdin TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic iL$ ' I > sp i Dosing M �{ y Aeral Hold' PUMP/SIPHON INFORMATION / . o#'k I-10i STATION BS HI FS ELEV. Benchmark 2 Alt. BM Bldg. Sewer z.3 >� oa.s SVHt Inlet St/Ht Outlet DtInlet Dt Bottom -7, q Header/Man. Z I Dist. Pipe Bot. System -T I �.p 1 .� al Grade Ak %06 At e� Cover G9ra*' A)8 32' Iw' .Z o MDwrcrllvPl0TaleM Width Length r DIMENSIONS 6 m /_O i� No Of TWpche L PIT DIMENSIONS No. i I is Li 'd Depth SETBACK INFORMATION SYSTEM TTOv' P/L IBLDG WELL LAKE/S R LEA HI OR CH 91T Manu! clure Type System, Nu 1 I / ` � Model A4 T l U10111I01.11 IIVIV ATOI tM �-' t11ai]R Vi1OY\ Header/Mamfoir �11 Dislnbuti r if z Hale Size x Hole Spacing Vent to Air Intake Pipes) /4—PO' 1 if Length Dia Length__ Dia Spacing ! . SOIL COVER v P..... a -- V_.._A A. C. Depth Over Depth Over xx Depth of xx Seeded6odded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: �U ]i ' /,2.4/Inspection #2 Location: No Address Available :21 o TD �� t•t JYiljl Srrr((QJJJ��rrr,,,,..tt,}}} �/ (� Z 1.) Alt BM Description = /Tc✓�r,-•rw-w`�33 J7 A'+..^--`�'1R/y 2 Bld I th - ' .) g sewer eng - Q amount of cover = 1 3) fW'S Plan revision Required? Yes XNo Use other side for additional information. SBp-6 10 (R 3/97t Dat� ^ sepclors Signature \\JJ 111(///// C#44-4� Cert No. 4F- Safety and Buildings Division 1F �_ l ` 201 W. Washington Ave, P O Box 7162 Sanitary Permit Number (to be filled in by Co2021 ) Madison, WI 53707-7162 Q Sanitary Pe mit Applica F � State IrransacnonNumber In accordance with-Sfj4-3"r T1�-VVi% Adm Code, submission of thn fomr to ttsc app TaiWnit Project Address of different than mailing address) is required prior to obtaining u sanitary pernut Note Application form, for stateimned POWI S am submitted to the Dcparmient of Safety and Professional Sen ics Personal information you pros de may be used for secondary purposes in accordance with the Prnac) 1-ass,, 15 044 litre). Stets 1. Application Information — Please Print All Information Property OrvncTs Name Parcel a I6_ - lG�' `3 - 76 -�Z5 Propenv Orsner's Mailing Address Property Location iiI JJ Id I c0%1 Lot � L' '� /., Section City, State Zip Code Phone Number l �,\� I Ill 73 1 �' N. R /h, oreW 11. Type of Building (check all that apply) Lot = Subdss"sslon Name ❑ 1 or 2 Family Drscllmg Number of s BedroomLl{ m Block a ❑ Public rCommercial Descnbc Use ❑ City of ❑ State Ors tied Descnbc t se `❑— /Village of rti,.nor- CSM Number >36 ack� P�ciYc i ZUJ. Ill. Type f Permit: (Check only one box online A. Complete line B if applicable) A tiers System ❑ Replacement Svstem ❑ I matmerit I loldmg I ank Replacement Only ❑ Other Modification to Existing System (explain) B. ElPemut Rcnerr al El Permit Rcciswn ❑Change of Plumber ❑ PermitTransfer to New ) tit Previous Permit Number and Date Issued Before Lxpiration I OWm:r IV. T%py of POWTS System/Coin onent/Device: Check all that apply) r ❑ Non-Pressuntcd In -Ground ❑ Pressurtied In -Ground ❑ At -Grade ❑ Mourxl > 24 in of suitable soil Mound < 24 m of suit lat�s�fl _s ❑ Holding lank gOlhcr Dispenal Component (explaur)� --i, r v�:L N \(: (A ❑ Pretreatment Des ice (explain) ,t it V. Dispersal/Treatment Area Information: h s/f` = Ihsign Flocs (gpd) Design Soil App +cation Ra gpdstl Us rsal A Rcywnd ( ) Dispersal) Area Prroop�se (sQ Systemki'vat s �L VI. Tank Info Capacnv in Gallons total Gallons dof )'nits Manu(actu L 1 4 r- \err lank, Listing lank, 5, ✓�i cc pl � 7 jn Sepuc or I loldmg I ank Dosing Uh�lbi Vin It. Responsibilih' Statement- 1, the undersigned, assume responsibility fur stallation of the POWTS shown on the attached plans. Plumber's Name (Print) -S Plumber' Ssenature MP MPRS Number `jG3 7-7/5 Business Phone Number 7c33�3 c Plumber's .Address (Stmet. City. State, Zip Code) C / VIIL County/De artment Use Onh Approved ❑ Dsapprmed Pemutt Ice SCD /�•OC� DIssue rlat z� Zl Issuing Agent Ss ure ❑UrrnerGirenFj IX. SpMWApproval/Rcasons for Disarlproval 3 d qrl ry {tit C 1. Septic tank. effluent filter and [w r 1 / d,snersal call must be 9LY_1 d/mai lined i Lew-d Si y� !sr ar' T p !Ol"� as par management plan p(ovded by piumhac II /1 /� P -j"1- 4Y % -/ 77r-,�/" "9 c� 2. All setback requirements mbst be mainta)riar L-1� /il I iOvyO) (,�-/roNS, r ��`t- `S " " r `8 as per opplkabte Code/br9l4il "'-1 Coach to complete pia os far the stem and submit to the C'ounly only oa paper not lees I hanill V2 x 11 inches in size G loll of Zy' o-,L.s4,1� /Q SF�i1T-G39H(R Il'I I) �7r)tbr►M��r 1J0�t^ Designer Ryan Bethel 'All property lines not O Benchmark 1 SYSTEM NOTES Certified Soll Tester. SP-111500001 44 ADVANCED drawn are >100ft from j� Septic Tank: Designer of Engineering Systems: 0 2263-7 E N v' a 0 N sr r N T A c system $ Soil Bonno T skew 120050 gallon 2companment tank Riv Nay -Berg liners P above final grade aiv aiv -Do not route dear water sources into septic tank SCALE aiv 20' 01 40' �� COPY Pump Tank: flmp needs = 26gpm @ 12TDH -750 gallos -Wl edl STF-100 pressure fib ulb alarm /— Railroad Right -of -Way -W a lack as necessat, maintain al selbades. -Recakvlate pimp Friction Loss and TDH after install -Event canter, brie meler, or water meter recmmerdM STA: b.5Wr Groktat MxM Skaw-25-absorption aft -17• ASTn1 C33 sand -lift 117' rM GeoMat component; 1200/750 .cal senors Arsh to ground. avod diong —nin .Ww awe aDsapOon aea and remove chi nia Aia nia — AIN Roughen absorption area to deM of 6'-8' AIN Orvert surlace water away train system t 40' 4" i 20' 2" -Depth to resncom = 12• (Redonmrphk features) sch 40 PVC } flj sch 40 PVC �an1oi=9700 i� sbve=ll% r — —— ��o Distribution: i 00 \ 1 , cednlz99.08 eed +sta VD sides to west P.L./ � waited HWY 128 N w R qme oC, \ @3 J2>13 sU wore aeatawMaeam� se prk�, (per soil test map) r I Q) \ -1j header, anted newk J' Was @71'srxu Pored 15' donntbpcan ¢ adsorption area horn pacbon �J O �9g \ �. \ damp canseucben 10 -Demand dose that settings per design �9 f800' — + 'S 00 LOCATION MAP (not to scale) 9600 Nail south \ \ @z ' Sid 16" PIne Q \ \ \ �9� N SITE 01611005-50 000 �v • 4C A A 96 'PIN PLANTATIONS q O "Well to be located >50ft 1 11 �/ 900 170TH AVE from system Components" }IU ,A I BM2 = 100.70 1 n�" R/R spike in north PREPARED FOR: + 1 side of 14" Pine John Yoder 1 1 Site Address: l I TBD MWY 128 I l CL Glenwood City, WI 54013 I I rP I ur PID: 016-1005.60-000 36.0 Acres I t t Legal: NW 1/4 SW //4 t t S03 T30N R15W l Town of Glenwood CaAMsd Stotrnrn: TN. Mtaa tm been d"Wed and weduated In owordanoe with State ant Lem oodee. The sa trmbrrd aria n* rernoin prolecbd from dehebanae and/or ooneocebn Wren and after mrNeii, NO WI%WIfY IS MODE nAT TM SrSTEY WILL CONTVAX M Fuhimm INOuniNtr ly. Syvtwn mist be popwly rrakflM6 Rrvhew your rotem's narogwrsrrt plan for NrorngUan owl proper oan and Stale' 1" = 90' Date: 11/3/21 . November 15, 2021 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2023-11-15 Plan Review: PWTS-102102505-C / REVISION RYAN BECHEL 779 Spring Creek Road S Red Wing MN 55066 SITE: John Yoder — Site 1 Highway 128 St. Croix County Town of Glenwood NW'/<- SW - S3—T30N — R15W FOR: Description: 4 Bedroom GeoMat Mound — 600 GPD — New Construction - 12" to limiting factor — Effluent Filter - Maintenance reouired DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD YM 548434MU Cortaro Through Relay http:ddlp&wi.GM/PrCP~r4LOVY49rvCft wwwma cawn.gw Tony Even - Governor Dawn Crkn - 8•oretarn REVISION TO PWTS-102102505-C CONDMONALLY APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORPESPONDENCE GeoMat Mound Component Manual — Edition 1, 2017 Pressure Distribution Component Manual — Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative 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 manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No persor may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Remin • 24" oid shall be installed between the contour and the bottom of the GeoMat product. • Orifice shields are required on each orifice. • Maximum volume of a single dose is Y2 gallon per linear foot of GeoMat. • Care must be taken to set the dose volume as approved in the plan design. If the minimum tether length of a single switch mechanical float does not allow the proper dose volume, two separate floats must be used. • 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 reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- 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. • The mound site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the mound site. If necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid compaction. • 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. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • A copy of the approved plans specifications and this letter shall be on site during construction and open to inspection by authorized representatives of the Department which may include local inspectors Owner Responsibilities The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. 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 the approved plans. The owner is responsible for submitting a maintenance verification report acceptable to the county for mairtenance tracking purposes Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services reserves the 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 component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, CeCe (Elizabeth) Rudnicki Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services (608)400-3186 elizabeth rudnicki wisconsin Pov GeoMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DESKiN Residential Application INDEX AND TITLE PAGE ner o Project Name, John Yoder Owner's Name: John Yoder Owner's Address TBD HWY 128 Glenwood City, WI 54013 Op@ O Property Address: SAME Legal Description NW SW S 3 T 30 N R 15 W Township Glenwood County: St Croix Subdivision Name Lot Number: Block Number CSM#. Parcel I.D Number 016-1005-60-000 Plan Transaction No n ex Pages Page 1 Index and title Page 2 Data entry 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 Ryan Bechel Date 11/04/21 Signature. &��— ge04 Designer Stamp. Page 9 Tank cross sections Page 10 Site Plan Page 11 DSPS Soil Evaluation Page 12 Soil Test Page 13 Soil Test Page 14 Soil Test License Number: D2263-7 Phone Number 651-327-0074 State of Wisconsin Approval Stamp: Designed Pursuant to the Synergy Systems L L C . GeoMat Mound Component Manual (Edition 1, 2017), (N. 4/17) SSWMP Publication 9 6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2 0 SBD-10706-P (N 01/01, R, 10112) GeoMat Mound Edition 1, 2017 Page 1 of 14 Designer Ryon Bechel Certified Sod Tester. SP-111500001 Designer of Engineering Systems: D 2263-7 SCAI I 20' 0' 40' to west P.L./ HWY 128 (per soil test map) i ADVANCED ►1 C D- -Alproperty lines not (�) Benchmark draA A 1, C -Al Pr are Property >100fi from ' - system 7`Sod Bonng Skaw 1200/750 9) New 4BR Home 1 r a7 I J •�9 ±40' 4" sch 40 PVC Railroad Right -of -Way ±20' 2" sch 40 PVC 11 I -T 10 \ \ ±800' \ \ \ 9S 00 BM1 = 100.00 \ �96 Nail in south g? 00 side of 16" PIne \ \ 9) 10 2 \ 98 o ` PINE PLANTATION \ 9 00 **Well to be located >50ft ` 1 900 from system components** BM2 = 100.70 R/R spike in north side of 14" Pine I I 1 1 t I i I I I I I I I I i I Certified Stdenwn: 7NB system how been designed OM evaluated In ocoadorwe with State ad Lord ooar. The •oY trea6rwn area must remain protected from AMubvv ad/or pprtppdton W r, ad ens mwdmxtlon. RD WARRMnY is WADE mW T/wS Mv7W WILL COW14LX TO FLIPCOON *41DEFIarELYmolrvtfi�. `System must be prop" rrdntolron. Reds. yarr syslsn's rrudnogsryrw plat for wwmrwbn m Vepr coe ad by Sl1U\01 ES Septic lank: -Straw 1200/750 gallon 2-compartment tank Brpg risers 4' above final grade -Do not route Clear water sources into wpbc tank Pump I ank: 4Rmp "eds - 269pin @ 121 DH 250 gall S.nTech STf-100 pessure Fia with alarm 4Lyt fek as necessary mantas al setbacks. R, -,ik'ulwe ,1-JT Fncbw l oss ad I DH alle instal 2mt canter Dnx. M" n walla meter reconnftrdod is 4.: 6 5'r60 CeAta kMrd 25 abscri width 1,'A S T IL C33 vnd Wit (12' whn (ook4w c..ia nt) Cut Rumps Arse b gaud, avod dggrg 41 w cure absapw lea ad rarpw! dppmgs .."..sgl,en absaplon aea b depth d 6'8' Arot surface wale away, ken system D" to resnction = 12' (Redoemorpri c teali Cedar - 97 00 -Sbpe 11% Distribution: -(aaals Io be spat d 12'tom ed ut bed 5 24' b sdes -Lalral rwal elevation - 9908 12)1 ! silt 40 pvc 4rtaals with dearq,ts use WnAlix Doces lo, proecmn .1: header endued network 4' orwpes @ 31'spaag Fidcd 15w bm absorphon area lean cawpacben durrg constucbm Demand dose Poet witngs Per desgn LOW ION MAP (not to •cote) 0° N SITE oib ian ;o win �O AaV' Odd p1r' PREPARED FOR: John Yoder Site Address TBD HWY 128 Glenwood City, WI 54013 PID: 016-Io05-60-000-- - 36.0 Acres Legal: NW 1/4 SW 1/4 S03 T30N R15W Town of Glenwood Scale: V = 40' Date: 11/3/21 3fte R Residential or Commercial Design ISD Required? 400-001 Estimated Wastewater Flow (gpd) 1.60 Peaking Factor (e g 1 5 = 150%) Design Flow (gpd) 11.00 Site Slope (%) 97.00 Installation Contour Line Elevation (ft) a Depth to Limiting Factor (in) In -situ Soil Application Rate (gpd/ftz) Contour Length Available (ft) y0vullOn e 8Mill Cell Width (ft) 3 25 6 5 or 9 75 Only 60.00 Designer Input Cell Length (ft) Dispersal Cell Design Loading Rate (gpd/ft') 60001 Dispersal Cell Length Required (ft) Influent Wastewater Quality (1 or 2) res ure s rma on Center or End Manifold Number of Laterals Lateral Spacing (ft) Forcemain Drainback (gal) Forcemain Fitter Loss (ft) Forcemain Diameter (in) Forcema-n Length (ft)— Inside Pump Tank Elevation (ft) Orifice Diameter (in) (e g 0 25) Estimated Orifice Spacing (ft) _ System Head (ft) x 1 3 Vertical Lift (ft) Friction Loss (ft) Total Dynamic Head (ft) 5x Void Volume (gal) Minimum Dose Volume (gal) System Demand (gpm) ame er et: on Lateral Diameter Selection in c,a options choice 0 75 1 CC 1 25 5C x x 2 OC x 3 CJ x Are the laterals the highest point in the distribution Y network? If N above, enter the elevation ft of the highest point Does the forcemain drain back?i Y 9.75 ft'/orifice Manifold Diameter Selection in dia I options choice 125 x 1.50 x x 2.00 3.00 an n Treatment Tank Information Effluent Filter Information 12CJ CJ Seoti.: Tank Capacity (gal) NOT APPLICABLE Filter Manufacturer �Ska% P ecast Manufacturer See Tank Pa a ji Fitter Model Number Dose Tank Information Gallons/inch Calculator lophonal) 754 35 Dose Tank Capacity (gal) 754 35 Total Tank Capacity (gal) '5 05 Dose Tank Volume ( allin) 47 00 Total Working Liquid Depth (in) Skaw Precast Manufacturer 16.05 gaVin (enter result in cell DoseTankVolume) Proect Jch, coder Page 2 of 14 Mound Plan Vlaw -T JJ — T A I L mouna component Dimensions qO.50 toe extension made A 6 50 ft Ein H 1.00 ft K 10.70 ft B 60.00 ft Fin I 18.50 ft L 81.40 ft D 12.00 in Gft J 1 6 11 Ift W 31.11 ft 390.00 (ft2) Dispersal Cell Area 1500 00 (ftz) Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 6 00 (ft) 1/10 B Obs. Pipe Placement mouna crossec on view GeoMat Dispersal Area Observation Pipe 12" ASTM C 33 sand as GeoMat required for Geo Mat component 6 100.21 Finish Grade 99.08 Lateral Invert Elevation 98.00 Dispersal Cell Elevation Distribution Cell GeoMat+ 12" ASTM C-33 sand j, Cover Material Slope 11.0 ContourElevation 97.00 Tilled Area Forcemain In situ sc., In s'tu soil I Topsoil Cap 2 Q Subsoil Cap 3 Q ASTM C 33 sand (F) 4 0 ASTM C 33 sand (0) 5 Tilled Layer 6 0 Geo Mat See details on page 4 for number, size, and spacing of laterals Project: Jcl'n Yoder Page 3 of 14 End Connection Lateral Layout Diagram 1st orifice located at 2 orifices point down _. _— I x 1— P Laterals & force main of PVC Sch 40 per SPS Table 384.30-51 Numbe, of Laterals 2 Onfice Diameter 0 188 in Lateral Diameter 1 50 in Onfice Spacing (X) 3.10 ft Lateral Length (P) 5945 ft Onfices per Lateral 20 Lateral End (Z) D 55 it Onfice Density 975 ft`/orifice Lateral Spacing (S) 325 ft Manifold Length 3 25 it Lateral Flow Rate 13 11 gpm Manifold Diameter 1 50 in System Flow Rate 2621 gpm Forcemain Velocity 268 f isec Dose Tank TrWorrWaVon 1 axAlnf a+.ar atth aamms 1, 1. 9 k+rAmg dv .cc• atld earn light µyl a 4' Vrmed (oc cr .M%i( Aa u.d SPS J IA_'a w rrt.;, Ivan awl Rpc C" ..l lull •.Le wim 1,MM I Imirv: aou nv ) lucmtn+l apalaf vl -- ri'll hang dined rylkvul �prkn Forcemaln diameler Inlet dal l II�Y 11J6 ^ 2 In. Ik i, stall K ,- ASI%4 11011'1, ILI atilt a alar A. tight ga.Aet I uMo 5•m / Tech Filter u,cr rt.. STr ICO 1/16 111.0, a 311 .1 NMI '— B ' �' tO I Pump On i kw t !' C Pomp OR elevation (R) PUMP UC" I Coat• I Pump F=, 90.83 E) I", A ' Dose tank elevation (RJ ma - . - 90 00 Dimension Inches Gallons A 3000 481 45 B 200 3210 C 5 00 8031 D 10.00 16050 Total 4700 75435 Filter Manufacturer I Sim I Tech Filter Filter Model Number ISTF 100 1/16 Skaw Precast Capacity754 35 Volume 16 05 gal/inch Alarm, Manufacturer I SJF Rhombus Alarm Mcdel Number Tan.k.Aien 1 Pump Manufacturer Zoellel-Comparry Pump Model Number 198 or BN152 Pump Must Deliver 26 21 gpm at 12 30 ft TDH Note Swliches containing mercury may not be used in this system Project John Yoeer Page 4 of 14 Geoi DIWbution Cell Meft Layout 6 50 Cell Width (ft) t 63 Sidewall to Lateral (ft) Distribution Cell Cross-section Arranqements Q Q...._ C Distribution Pipe With Pressure Lateral L.J Orifice Shield . Turnup Enclosu,e - - - - - Pressure Lateral GeoMat Is covered with approved geotextde fabric as per the their product approval Distribution Cell Plan View Layout - Typical 6 50 Cel I Width - A (ft) 60 00 Cell Length - B (ft) End Connection Lateral Layout Diagram Sand Fill Recommended Distribution Lateral 1, 1 Orifice Shield Pipe Dia ' Approved Infdt•ative Fabric --- S Mat 1-- �' 3-' •' -' •' •' p Component 14 lw.�lwioicnfre�-. . . - Infiltrative Surface/Plow Layer i Vietl TiG rttfttt� o ei ru+Se f 4 N r �e \ PeW^ Ian � 1'Nn 3 ensue a: I d 1 ]2' ASI11C17 fals�IGeai . Topsoil Cap Z 0 Subsoil Cap 3 0 ASTM C 33 sand (F) 4 ASTIR C 33 sand (D) 5 17-=1 Tilled Layer 6 � Gee Mat See details on page 4 to, number size and spacing of laterals Protect Joh^ Yocer Page 5 of 14 Mound System Maintenance and Operation SpecMentbns Service Provider's Name Advanced Septic Installation Phone 715-703-3235 POWTS Regulator's Name St Croix County SPIA - Zoning Office Phone 715 386-4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BODS 30 mg/L Septic Tank Capacity 1200 gal Maximum TSS 30 mg/L Soil Absorption Component Size 390 ft Maximum FOG 10 mg/L Type of Wastewater Domestic Maximum Fecal Coliform 10E4 cfu/100 mL Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Service Frequency I Ins ect andL service once eve 3 ears Ins ect and clean as necessary at least once every 3 years Test once every 3 years Should test periodically Laterals should be flushed and pressure tested every 3 years Inspect for ponding and seepage once every 3 years 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 Nluund 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 gectextile fabric 3 All gravity and pressure piping materials cci-trm to the requirements in SPS 384, Wis. Adm Code 4. Tillage of the basal area , accomplisnec ivi. , a mold ocaro or chisel plow 5 The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration Lateral Turn -up Detail 6-8" Diamete, Fmshec Threaded Cleanout Lawn Sprinkler ` Grade \ Plug or Ball Valve Box Lateral Ends at Last Orifice Where 1 _1 F. f. ham. ^ , Distribution Lateral Lateral Cleanout 1 6 Feet Long Sweep 90 or Two �45 Degree Bends Same Diameter as Lateral Project John Yoder Page 6 of 14 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis Adm Code, and shall maintained in accordance with its' component manuals [Synergy Systems L L C . Geomat Mound Component Manual version 1, 2017. Pressure Distribution Component Manual Ver, 2 0 SBD-10706-P (N 01/01) and SSWMP Pubhcatlon 9 5 (01/81)j and local or state rules pertaining 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 seance and assessment shall be sealed watertight upon the completion of service Any opening deemed unsound, defective, or subject to failure must be replaced Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s 281 48. Stats. The contents of the septic tank shall be disposed of in accordance with NR 113 Wis Adm Code The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection The outlet falter shall be cleaned as necessary to ensure proper operation The filter cartridge should not be removed unless provisions are made t0 retain cnhc'a r thr talk that may cough off the filter when removed from its endusure If the filler is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously_ Intermittent filter alarms may indicate surge flows or an impending continuous alarm The septic tank shall have Its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank If the contents of the tank are not removed at the time Of a triennial assessment, maintenance personnel shall advise the Owner as to when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biologics! o, 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 Pump Tank The dosing (pump) tank shall be inspected at least once every 3 years. All switches, alarms. and pumps shall be tested to verify proper operation. If an effluent filter Is installed within the tank it shall be inspected and serviced as necessary If the force main has a weep hole, it should be noted If it is funabonal during pump operation. and it not, it should be cleaned ""'No one should ever enter a septic or dose tank since dangerous gases may be present that could cause death..... Mound and Pressure Distribution System No trees or shrubs should 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 eresinr and to provide some protection from frost penetration Traffic (other than for vegetative mamterarce) cr tee mound is no, recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and s^ow comfact ror, I❑ the winter will orn—ate frost penetration Cold weather installations (October -February) dictate that the mound be heaaly r,,onhec n5 orntecllon fror^ r•eez^c Influent quality wo the mound system may not exceed 220 mg/L BOOS, 150 mgiL TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG. and 10' cfu/100 mL for highly treated effluent Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be Flushed of accumulaled solids at least once every 3 years When a pressure test Is performed it should be compared to the initial test when the system was Installed to determine If orifice clogging has occurred and If onfice cleaning is required to maintain equal distribution within the dispersal ^ell Observatio^ opes w thin the dispersal cell shall be checked for effluent ponding Forcing levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring Contingency Plan If the septic tank or any Of its components become defective the lank or component shall be repaired or replaced to keep the system In proper operating cordltion If the dosing tank pump pump controls alarm or related wiring becomes defective the defective components) shall be immediately repaired or replaced wth a component of the same or equal performance If the mound ccmponent fails to accept wastewater or begins to discharge wastewater to the ground surface. it will be repaired or replaced in its' present location by increasing basal area If toe leakage occurs or by removing biologically 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_ Project Jch,i Yoder Page 7 of 14 W W W i W 5C 14 4' 12 4( 0 3! � 10 3( 0 8 2! r 6 2( 1, 4 1 PUMP PERFORMANCE CURVE MODEL 151/152/153 ME MENEM 19,01MMEMEME 11 hNIME m MENNEN HERMEMEMME N16 WEN Emlow Lim MENEM MEE MEMINEWEEME MEMMKIMMINEM MEMMEMEMEM 0 10 20 30 40 50 GALLONS LITERS D 40 80 120 160 200 240 280 320 360 FLOW PER MINUTE 014508 in Lu Lu LijM w I PUMP PERFORMANCE CURVE MODEL 98 25 o a g 20 w rt _ a 0 10 2 5 0 GALLONS; LITERS c' I 10 20 ! 30 u, . 2, rrapo* 80 40 I50 60 70 80 160 o 240 FLOW PER MI UTE �,1 W10'NING DEATH MAY OCCUR IF TANK IS ENTERED W DTOUT PROPER EQUIPMENT NOTE _'e (NNFR'✓✓/111 11IIn70 �)N THE"EXCLUSN(I YATSKAWS"PACE 3 00 Lt 27 00 — — 27 00 -- 27 00 --�-2400- �--2400— I-24---�' 500� I—1600—` 100, I SKAW 1200/750 I 00 I I I I t I I I I I t t I I I I I I I t I I I I I I I I I I I I I I t I I I OUTLE f END VIEW OF TANK �200 —I I-200 900 OJT—� INl ET ��rLL_-_J9AErLE 18 00 PRESS 4INCH PRESS I SEAL SEAL GASKET L GASKET INSTALLEDWHEN POURED FILTER 4700 3 00 7 SECTION VIEW OF TANK AND COVER —I 1- 3 00 Model Number: 1200 i 750 SKAW PRE -CAST Phone: (715) 967-2277 Approved for., SEPTIC/SEPTIC,SEPTIC/PUMP,SEPTIC/SIPHON OR HOLDING Toll Free: 1-800-924-8625 Weight Inlet Tm. Outlet Dim. 26255 105th Street, New Auburn LTq, Depth GaL /In. Nom. Cap. Wisconsin 54757 Fax: (715) 967-2707 16,100 lbs. 52" 50" 1 47" 16.05 1 754.35 gal. www.skawprecast.com tti-%- 0 r^0p1�!C�1 3 r r 'S n u P. i �ooP M,yv n ,w,M ST. CRO LINTY SANITARY SYSTEM Oi Of f ce ce Use Only ' OWNERSHIP/ADDRESS FORM creored212o21 Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, this completed form and educational information will be sent to you by email. If you would like to view your issued sanitary permit online, you can do so by using the Property Files Scanned weblink. OWNER/BUYER- INFORMATION Owner/Buyer John Yoder C [�� TwLr— Mailing Address N12742 110th st City/State/Zip Downing W1 Phone Number r_cw-ec!) 715-672-5379 Email Address fret L. red. advancedsepticinstallation(c�yahoo.com Parcel Identificat o^ Number �i (�S— (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Locatior NV'/, , S\�'/< , Sec. 3. T 30 N R 15 W, Town of GlenWOod Subdivision Plat >35 76 Certified Survey Map Warranty Deed # _ f l(!1D 3 Number of bedrooms 4 Lot # Volume , Page # ____(before 2006)Volume Page # Spec house 0 yes ■ no Lot lines identifiable ■ yes 0 no OFFICE USE ONLY New Property Address (Verification of new address require from Comr-unity Development Department for new construction.) 7zlor 1 i , Z3 / "Z{ (Staff Initials) (Date) This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. Community Development Department - Land Use Division 715-386-4680 St Croix County Government Center 71 S-245-4250 Fax cddCDsccwi cov 1101 Carmichael Road, Hudson, WI 54016 www.sccweaov vvmconsrn ueparan Division of Industry rage or.4 :peWi" 3 2021SOIL EVALUATION REP ' N/ In with SPS 385, Wis. Adm. Code County Attach to siteST CROIX cemPle �y1 inches rn size. PWn rtwst include, but not united to: ver), direction and percent slope, Parcel I.D. scale a dimensions.cation and distance to nearest road. 06-1005-60-000 Please print all information. Reviewed by Date Personal information you avvide may be used for seco Priv Law, s. 15. 1 m . Property Owner Property Location ❑ JOHN YODER Govt. Lot NW % SW % S 3 T 30 N R 15 E (or) W Property Owners Mailing Address Lot # Block # Subd- Name or CSM# N12742 110'" ST City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road ® New Construati0n Use: ® Residential / Number of bedrooms 3 Cade derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material weatherd sandstone & loess Flood Plan elevation if applicable n. a. ft. General comments and recommendations. RECOMMEND A MOUND, HAVING A CENTERLINE LOCATED ON OR NEAR THE 97.0' CONTOUR 17 Boring * ®Boring ✓� l e T�i' rC�j°I/��Y%t SOr ls LK f I IS 1 r l Cerf(C' pit Ground surface elev. 99.1 it Depth to limiting � in. ✓ Oki sor? ksv- A4q'' so4e,. sod ration Rate Horizon Depth In Dominant Color Munsell Redox Description Qu Az. Cont Cola Texture Structure Gr Sz. Sh. Consistence Boundary Roots GPD/Ftz ,EfF#1 'EfF#2 1 0-9 7.5YR 3/2 - cl 2fsbk mfr gw 2f 0.4 0.6 2 9-20 7.5YR 4/3 — cl 2fsbk mfr gw lm 0.4 0.6 3 20-36 10YR 4/4 m 1 d 7.5YR 5/8 & m2d 7.5YR 612 scl 2fabk mfr di 1f 0.4 0.6 4 36-51 10YR 414 — s Osg ml gw if 0.7 1.6 5 51-60 10YR 5/4 in 7.5YR 5/8 & m2d 10YR 612 sc m6 — — 0.0 0.0 2] Boring # ❑ Boring ® PR Ground surface slew. 2LA ft. Depth to limiting factor a in. Horizon Depth In. Dominant Cola Munsell Redox Description Qu. Az. Cont C Ion Texture Stnx lure Gr. Sz. Sh. Consistence Boundary Roots w1 wkwwl raaw GPD/FP •ER#1 •Eff112 1 0-9 7.5YR 312 — cl 2f5bk mfr gw 2m 0.4 0.6 2 9-20 7 5YR 413 — cl 2fsbk mfr dw 100 04 06 3 20-38 10YR 4/4 f1d 7.5YR 5/8 & 2d 7.5YR 513 scl 2fabk mfr Ow 1f 04 0.6 4 38-57 10YR 5/6 — s Osg ml gw 1f 0.7 1.6 5 57-63 10YR 5/6 m1p 7.5YR 5/8 & ggp10YR 66/2g s i>s ml gw — 0.7 1.6 6 63-68 10YR 514 m1p 7.5YR 5/8 & m 10YR 6/2 sc — — 0.0 0.0 CST Name (Please Print) Sgnature CST Number CHRIS FREDERICKS 1618 Address Date Evaluation Co4ucted Telephone Number 499 4 12 Ave Clayton, WI 54004 4 / 10 / 2021 715.419.0127 StS"3W (Ro4/15) L3 Boring • _ l ®Pit �rou su elev. S.. ft_ Depth to limiting factor 19 in. % 41 Sod Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu Az Cont. Color Texture Structure Gr. Sz Sh. Consistence Boundary Roots GPD/Ft' 'Efti1 'Efti2 1 0-10 7 5YR 3/2 — sit 2fsbk mfr 9w 2m 0.6 0.8 2 10-19 7.5YR 413 — so 2fabk mfr 9w 1f 0.6 0.8 3 19-39 7 5YR 413 fit 7.5YR 5/6 & f2i 7.5YR 513 sit 2fabk mfr gw 1f 0.6 0.8 4 39-58 10YR 5/6 — s D59 ml — — 0.7 1.6 ❑ Boring * ❑ng El— PitGround surface elev. ft. Depth to Iimiting factor — in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' 'EfiIF1 'Etfk2 ❑ Boring * ❑ Boring ❑ Pit Ground surface eiev. , ft. Depth to limiting factor — in. Soil Aonlirahnn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr Sz. Sh Consistence Boundary Roots GPD/Ft2 'EffJf1 'Eff/2 Effluent #1 = BOO, > 30 5 220 nl9/L and TSS > 30 5 150 mg/L 0 Effluent i2 = BOD, > 30 25 220 mg/L and TSS > 30 5 150 mg/L U 3 Boring # t'►••� U roun��'cer ®•Pit uelev. 94-8 ft. Depth to limiting factor 19 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots wn w.awrww GPD/Fe 'Eff#1 'Eff#2 1 0-10 7.5YR 3/2 — sil 2fsbk m6 gw 2m 0.6 0.8 2 10-19 7.5YR4/3 — sil 2fabk n* gw I 0.6 0.8 3 19-39 7.5YR 4/3 f1f 7.5YR 516 & f2f 7.5YR 513 sil 2fabk mfr 9w if 0.6 0.8 4 3958 10YR 5/6 — s Osg ml — — 0.7 1.6 1-1Boring # ElBoring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots w.. .wuanrww GPD/Ftz `Eff#1 •Eft#2 ❑ goring # ❑ Boring ❑ pit Ground surface elev. fl. Depth to limiting factor in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots wn wuwr�aie GPD/W -Eflf1 I -Efl#2 Effluent #1 = BOD, > 30 s 220 mg& and TSS > 30 s 150 nxyL • Effluent #2 = BOD, > 30 5 220 ng/L and TSS > 30 5150 rng/L S boo �kll- rr� iouTu <. o•,: ;9 SONr� YOAE�� ojG�rl�a,r�h 7JC��ft;4!� 9?' RJ}'ILr?JA'J�,- hrGN'r -Jt ig m 2. El ev -- ! oo1 WR 5, 'Kwr I v jli-g S, D r 0-= W 64e 0 i 1qO ry a® �xc�f 1NNE�� lJnTED CeCe Rudnicki Wastewater Specialist =/I �= Department of Safety and Professional Services Division of Industry Services ' /_ 608-400-3186 Phone elizabeth.rudnicki@wisconsin.gov Email DATE INSPECTION COUNTY October 25, 2021 St. Croix County REPORT Town of Glenwood SITE ADDRESS PARCEL NUMBER PROFESSIONAL 1733 Highway 128 016-1005-60-000 Chris Fredericks, Soil Tester NW-SW-S3-T30N-R15W OWNER NAME TYPE OF ONSITE TRANSACTION NUMBER John Yoder Soils verification INSPECTOR NAME OTHERS ONSITE CeCe Rudnicki Kevin Grabau, Ben Hetzel COMMENTS Onsite verification of soils. Submitted soil report indicates A+9-11". Soils in this area are generally A+4" or less with seasonal saturation being the limiting factor. Site is red pine plantation on a north facing slope of 11%. Difficult to see soil colors in the plantation even on a sunny day. Dug boring with tiling spade. Observed soil in location near B3 on attached site plan. 0"— 8" 7.5yr3/2 sil 2mgr 8"-12" 7.5yr3/4 sil 2fabk 12"— 14" 7.5yr3/4 sil 2fabk with high and low chroma redox Based on the observations at this location, there is A+4" of suitable soil. The mound designed for this site is allowed 12" depth to limiting factor. In addition, based on site conditions of this location, other items to consider: 1) Brush and grass needs to be cut to 6" or lower. 2) Cut brush, grass, limbs and needles need to be removed from the mound area by hand prior to mound construction. 3) Work only from the upslope side of the mound during construction. Contact me with any questions. CeCe Rudnicki, Wastewater Specialist Cro�1( COUNTY NO. 642228 STATE SANITARY PERMIT OWNER PLUMBER TOWN OF 72-< imp 6VA 5111ROV20 6 LIC.#Z?i632 SEC 3 ,T _N, R_ jr I AND/OR LOT>& 4CK5 BLOCK > 3S PERMIT EXPIRES SUBDIVISION ZvkVk CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval. (c) The sanitary permit is valid and may be renewed for a specified period. (a) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (1) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Vote: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. OFFICER - DATE SS RENEWED Z/2/ IN VIEW T DATE VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (R11/20)