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HomeMy WebLinkAbout020-1415-20-000 (4)a Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 'ermit Holder's Name: City Village Township JAMES E & SUSAN C FRYE TOWN OF HUDSON ;ST BM Elev: Insp. BM Elev: J BM Description: o t.. C� 4 n6e!n6 6h 'A AIV 1K1CnDRA ATIr'1h1 Cl C\/A-rinKI n ATA TYPE MANUFACTURER CAPACITY Septic Dosing Msoy Aeration Holding TANK SETBACK (NFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic , Dosing 3(ol Aeration Holding PUMP/SIPHON INFORMATION Zeue��°i Manufacturer Dem d G P M •vim' Model Number GAI 5`� TDH Lif Fri&n 14k, System Head TDH Ft *. Forcern L1 %C1 Dia.engt � � 2 Dist. to well �► } I " SOIL ABSORPTION SYSTEM County: St. Croix Sanitary Permit No: 641988 State Plan ID No: Parcel Tax No: 020-1415-20-000 Section/Town/Range/Map No: 20.29.19.2620 STATION BS HI FS ELEV. Benchmark � , � . r • Alt. BM Bldg. Sewer St1Ht Inlet St/Ht Outlet Dt inlet Dt Bottom Header/Man. Dist. Pipe Bot. System s' // ► 2�- final Grade 4/. ? j,, r St Cover q 9✓ 4,31 . 11' Koko OERENC DI3 Width I Len th 1 No. f Trenches (2) PIT DIMENSIONS No. Of Pits Inside Dia. 1 Liquid Depth 1 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer, INFORMATION CHAMBER OR UNIT `" C Type Of System: "_*r&44 / ( > Mo el N �D DISTRIBUTION SYSTEM / L-v„6 we ?ILL 1 Header/Manifo Distribution Pipe(s x Hole Size x Hole Spacing Vent to Air Intake r Length Dia Leng Dia Spacing .�.. SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched BedlTrench Center Bed/Trench Edges Topsoil Yes [_ � No [--1 Yes � _ J No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 0/1S720 Z -X Inspection ##2: -� Location: 746 MARTIN AVE S d% 1.) Alt BM Description 2.) Bldg sewer length = amount of cover = r 4LIL &14S Plan revision Required? [ @ Yes No `Is -I Use other side for additional information.4 D-671 q (R.3/97) Date Insepctor's Signature Cert. No. 11MY Industry Services Division 1400 E Washington Ave S JUN Z022 Sanitary PCF111111 INLIMIliCt' (10 he t1llCd III 11w ('0­_­1 P S P.O. Box 7162 Madison, Wl 537 —71 'Ivy c' Box 3 7 71 v St. croiy, county nt /vI.5 C 0 M i 111 . .. ... ... . }. Permit Application State 'I rajlsa,�tiori Number In accordance with SPS 393.211(2), Wis, Adm. Code. submission of this form to the a opil governmemal unit is required prior to obtaining ling a sanitary, permit. Note: Application forms lot static-wviied POWTS are subillitted to Pr 'ect Address (It'diffell than mallin- add.ress) the Department (if Safely and Professional Servkxs. Personal information�,ou provide near be used for Necondur-v 0j purposes in accoidance with the Privacy LaNv. s. 15.04(l)(m), Stats. 746 Martin Ave .1. Application Information — Please Print All Information . ........... ........... ..... .... .. . ....... . ... ......... . ... ....... ..... ....... ... . ... .. .......... ... Propi 0wrier's Name Parcel ;0 James & St an Illive 1< 5_2()_000 / MAJ6 t Propicro, ONmicill's 1% %ddrc.ss Prop".-rt% 1._ocall0ill 0746 Martin Ave Govi, Lot City. State Zip Code Phone Nui leer NF -1 1,ection 2( Hudson. WI 54016 (circle One) F 29 N R 19 F orb' 11. Type of Building (check all that apply) Z I or 2 Family I)wellins! - Number of Bedrooms subdivision Nallic I -lie (;Icn 0 Public/Conitliericial Descrihe I Ise Y Mock _.... _ sEl Citv of 1 •❑ State Owned - Describe Use village of CS N1 Number To%kn of Hodson Ill. Type of Permit: (Check only unt box on line A. Complete line B if applicable) A. ❑ Ne%v S-v-stctin Replacement System I'arik Rcphicemcm c )ON El ()ihier Niodificailon to F-Kisling Swlill (eiiiiii.plaill R. ❑ Permit Renewal ❑ Permit Revision L] Change of I)emilt 'I-ransler to New List PrieviOUl Pici-mit NUMber alid [)Jtc ISSI-jed I / Before Expiration PILI111ber 1 Owner 430190 T/ 3 1 /zp o -z Tv of POWTS S stem,"Coniplone.i1ek- ice: on -Pressurized In-OrOLInd ❑ Pressuilzicid Ili -Ground ❑ Holding Tank E] Other D'spersai Component (e I ,�plalrl I V. Dispersal/Treatment Area Information: —i fk�slgn Flow (gpd) Design Soil Applilil­i 450 Ratie(gpdsi) 0.7 \T Tank Info New Tanks Capacity in Gallons Check all that apL)lv) A t - (Ji ra d le ❑ MOLItid > I Ill, Of' suitable S011I M01.111d `-_� 124 in, of suitable soil -'retricatrinent Device lexplaill) I _own% wil Area Proposed (,st) Svisienii ! 'I cil� atIon Dispersal Arica Ricquired St) 042 ToLal 4 ol, 7 Exjstliig Tanks Septic or Holding I ank 1000 1000 1 Li L-i I Lj I L-i Wieser Concrete Dosing Charnber 750 750 1 Wieser Concrete N`11. Responsibility Statement- 1, the undleii-signed, wssume responsibility for instillation of the I)ONYTS shoml oil the 111taChe I PI W. Plumber's Nwe (Print) Illut!)w slalataf,e NIP/iMPRS Number Business P11011C Number 223760 715-760-0486 John Schmitt Plumber's Address (Street. City. State. Zip Code) 586 Valley View Trail. Somerset. Wl 54025 Vill. County/ epartment Use Only - ------ Approved Di' Perimit FcQ aty Is -Ij e d rS g Agent Sign It] 16 E 041&�Jiven Reason -)r Denial . . . . . .......... ytiler ( i live IX. Conditions( p L �fjA , p �ri� Rt"ty ii fril 14 i 9 a TM - t )YSTEM OWNER: Ct4elr OL cAredi �„R�- . Septic tank, effluent filter and dispersal cell must be serviced 1 maintained t4L as per management plan provided by plumber. -V I !.All setback I eH%A' �RdNFAFX jilld:h ptile system And to th4 Counh IN on paper nf)t less than S i x I I inches 11) litt, as per applicable code/ordinances. IL SBD-6398 (111031114) CONVENTIONAL COMPONENT DESIGN e INDEX AND TITLE PAGE Project Name: Frye 3 Bedroom Replacement Drain Field Owners Name: James & Susan Frye Owner's Address 746 Martin Avenue Hudson, WI 54016 Legal Description: NE1/40 SW1/4, S20, T29N, R19W Township Hudson Cou nty: St. Croix Subdivision Name: The Glen Lot Number: 26 Block Number Parcel I.Q. Number 020-1415-20-000 Plan Transaction No. Page 1 Index and title Page 2 Plot Plan Page 3 Septic Tank Specifications Page 4 Effluent Filter Information Page 5 Existing Tank Certification Page 6 Dose Tank Specifications Page 7 Dose Tank Cross Section Page S Pump Curve & Specification Page 9 System Sizing & Cross Section Page 10 EZ Flow Information Page 11 Management and contingency plan Page 12 Sanitary System Ownership/Address Form Page 13 warranty Deed Page 14 CSM or Plat Attachment 1 Soil Evaluation Report Designer: John Schmitt Licnese Number: MPRS 223760 Date: 5/28/2022 Phone Number: 715-760-0486 Signature: r In -Ground Soil Absorption Component Manual Version 2.0 SBD-10705-P (N. 01 01 o Page 1 SYSTEM PLOT PLAN Frye 3 Bedroom Septic System Project Address: 746 Martin Avenue BM1 Symbol: A BM Elevation: 102.98' BM Description: Top of Septic Tank manhole cover BM2 Symbol-. L BM Elevation: 101.11' BM Description: Walkout door sill Slope Gradient of Tested Area: (12%) Well Symbol (if applicable) Notes- See CSM for a complete lot view. 12% Slo�- pe T2 T4 T1 106' Design Flow: 450 GPD Attach design flow calculations for commercial plans: Pipe Materials / ASTM Standard Tables 384 30-3 & 384,30-5 4" SCH 40 PVC pipe ASTM- D2665 4" 3034 PVC pipe ASTM-DU34 2" SCH 40 PVC pipe ASTM- D2665 Property Line ------------- J 1r3 108� 100' 2" SCH 40 force main Q) C T 1 - Existing 3'x681 Infiltrator Std Chamber El =96,5' a- T2- Existing Tx68' Infiltrator Std Chamber El.=96.5' T3- Proposed 3WO EZ Flow trench EI,=1 01 .28' I T4- Proposed 3WO EZ Flow trench E1,=100.28 I Property Line N N Scale'. 1 401 0 40 60 80 7- /27 z 10: Proposed 750 gallon Dose Tank Valve BM1 BM2 Existing 3 Bedroom House Existing 1000 gallon Q) :3 Septic Tank C (U © < Existing well C Garage Driveway cr_ Lu 4" CAST - 4" CAS-T—A—SEAL TOP IAEW in r___ OUTLET Ln rq J_ Ul ki P F D TANKS ARE MANUFACTURED TO MEET OR EXCEED AST C--1227 REQUIREMENTS WLPl 000-MR 0 TANK SPECIFICATIONS D 0 a_ E)IMIENSIONS: 0 WALL: 2 112" a_ cL BOTTOM: 3" COVER: 5' Lj MANHOLE: 24" I.D. PRECAST CONCRETE RISER < HEIGHT- 53 1/4- LENGTH: 8'—B" ,N] D TH: 7— 2" BELOW INLET: 42" LIQUID LEVEL: 36" WEICHT: 6,71-qO LBS. c3 E 0 INLET AND OUTLET: 4" CAST —A —SEAL B007 OR EQUAL CASKET m INLET AND OUTLET BAFFLE AND FILTER: :3. Ll WISCONSIN. SEE DETAIL #10 (OTHER STATES SEE CHART) tn LIQUID CAPACITY: 27.83 GAL/IN HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY: 1,085 GALLONS co LOADING DESIGN: 8'-0" UNSATURATED SOIL cN TANK CAN BE USED AS: SEPTIC / HOLDING / PUMP OR SIPHON 00 COVER' MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONJ ACT WESER CONCRETE REVIEWED BY REVIEW DATE �DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE PRODUCTS NEEDED BY: SHEET NO� OF PAGE 2 of 2 The interval for servicing septic tanks is set by state and local code. Throughout the United States, there is a wide difference of opinion on what this interval should be, but most regulatory agencies suggest two to rive years. The Zabel filter, which does not increase the frequency of servicing for the tank, should be cleaned when the septic tank is normally inspected and pumped. However, our filter is virtually self-cleaning. The continued action of the anaerobic organisms on the Zabel filter causes lodged particles to disintegrate and fall to the bottom of the tank. If your filter contains a SmartFilter@ alarm, you will be notified by an alarm when the filter needs servicing. Step 1: Locate the outlet of the septic tank and remove the tank cover. Step 4: While holding the cartridge over the access opening, rinse off the cartridge with fresh water, being careful to rinse all septage material back into the tank. Step 2: Remove the tank cover and pump the tank if necessary to prevent any solids from escaping to the the drain field when the filter is removed. Step 5: Insert the filter cartridge back in the case, making sure the filter cartridge is properly aligned and completely inserted in the case. Replace the septic tank cover. Step 2: Firmly pull the filter handle and slide; the cartridge out of the case. a) Residential Applications Certified to ANSI/NSF Standard 46 (;opyrlght 2014, POtytt?k, Inc AH rights reseived Products) covered by one or more V. S. and/or Internattnr1fil patents Other U. S. arod pstignts may be pandlnp. Page 4 ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to certify that I have inspected the existing septic and/or dose tank presently serving the following residence: (Street address)746 Martin Ave located at: N E 1/4, SW 1/4, Section 20 , Town 29 N, Range 19 W, Town of Hudson , St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of SP S . 384.2.5, and it (they) appear(s) to be functioning properly. Most recent date of inspection or service 5/19 /2022 Did flow back occur from absorption system? Yes NoX (if no, skip next line.) Approximate volume or length of time: gallons minutes Tank Capacity: 1000 Construction: Prefab Concrete X Steel Other Manufacturer (if known): Wieser Concrete Age ofTank (if known). 7t21/03 Permit number (if known) 430190 (L fised Plumber Signature) MPRS 8-/>pop-,-- 2z000000, (Date) John Schmitt (Print Name) 223760 (License Number) MP/MPRS Form to be completed by licensed plumber (Dept of Safety and Professional Services Chapter 345 and s. 145.46, Wisconsin Statutes) or licensed disposer (NR 1 l 3 Wisconsin Administrative Code) Rev. 2/2 012 Page 5 sp 0•L 4" CAST- A- SEAL I� 1 �1 FILTER OR cif BAFFLE „ f INLET r `n U N fi : 7T ! � t 4" CAST -A -SEAL PUMP PAD TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS WLP750-MR TANK SPECIFICATIONS 0 aIL a i DIMENSIONS: t �- o 0 WALL: 2 1 /2" a a BOTTOM: 3" COVER: 5" W MANHOLE: 24" I.D. PRECAST CONCRETE RISER a HEIGHT: 54" OUTSIDE DIAMETER: 7'--O" BELOW INLET: 42" LIQUID LEVEL: 37" WEIGHT: 6,150 LBS. +a INLET AND OUTLET: 16- ca} E 3 4" CAST -A -SEAL BOOT OR EQUAL GASKET 0 INLET AND OUTLET BAFFLE AND FILTER: m o 0 Z 3 WISCONSIN, SEE DETAIL #10 a a ►' W (OTHER STATES SEE CHART) o a LIQUID CAPACITY: 20.28 GAL%IN 0 W Lo iriJ HOLDING TANK: OUTLET HOLE PLUGGED C.� ACTUAL CAPACITY: 790 GALLONS o Ln Cw-It co LOADING DESIGN: 8*--0" UNSATURATED SOILz a TANK CAN BE USED AS: SEPTIC f HOLDING f PUMP OR SIPHON I r Q COVER: MIX DESIGN #8 (NO FIBER) = 00 TANK: MIX DESIGN f1O (STRUCTURAL FIBERS �� D CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WESER CONCRETE 3 REVIEWED BY REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: d c Z O d U a a LJ SHEET NO. 1 / OF PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 4"0 Vent Pipe > 10 fl from Building 12" Min. or 2.0 ft above Established Flood Elov©tion (typical) Approved t\ AM^ffnT AILrr. ` Vent Cap Anchor tank(s) as necessary pursuant to SPS 383.43(8)(g) Finished Grade CAPACITIES @a 20.28 gal/in Depth (in) Volume (gal) A 15 304.20 B 2.0 40.56 [C] 5 101.40 D 15 304.20 A -L I t�J *Pump q Tank Liquid Level = 37 in 2 D Force Main Diameter = in Concrete Block I 3" Approved Bedding Material Beneath Tank Electhcel must comply with SPS 316 and NEC 300 7 Weatherproof Junction Box Extend manhole riser as necessary. Approved Locking Manhole with Warning label Attached (typical) Condu it 4" Min. or 2.0 f! above Established Flood Elevalion - T (typical) Airtight Seal Quick Disconnect 18" Min. • (typical) Farce Main Length = 80 ft Force Main Void Volume = 13.04 gal [C] Total Dose Volume TDV = 101.40 gal/dose (5X total lateral void volume S TDV S 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 20 gpm n1 MAM ~rAKIV. Volume = 750 gal Manufacturer: Wieser Concrete Pump Manufacturer: Zoeller Pump Model: 53 (Sae attached pump curve.) Controls/Alarm Manufacturer: SJ E Rhombus Controls/Alarm Model: AB Figgi switghesn inin [D.Qrcury gr@r habit d. Weep ",-- Approved Joints with Hole Approved Pipe 3 ft onto Solid Ground (tyoicai) Ala F TI on Fum. I I � -off PUMP -OFF ELEVATION = 95.65 ft INSIDE BOTToNI ELEVATION = 94•40 ft Vertical Head = 6.13 ft + Min. Supply Head = 0 ft + FM Friction Loss = .92 ft + Fitting Loss* = 0 ft ' (min. supply head x 0.3) TOTAL DYNAMIC HEAD = 7.0 5 ft SEPTIC TANKS): Total Volume = 1000 gal Manufacturer(s): Wieser Concrete Install approved effluent filter at the septic tank outlet immidiatgly uggtreaMof the Filter Manufacturer: Zabel Filter Model: A-100 CC LIJ F— UU LIJ kPUMP PERFORMANCE CURVE MODELS 53/55/57/59 o 6— 20 — < W 15 <z 4 10 0 O'1 2 5 t --T- 0 10 20 30 40 50 GALLONS LITERS-- 0 80 160 FLOW PER MINUTE Variable level float switches available Variable level long cycle systems available Available with special cord lengths of 15', 251, 351, (501230V only) Alarm systems available Duplex systems available 1. Integral noal operated me.rharical switch, no external control required. 2. Single piggyback variable level float switch or double pllggybi-Ck va.riable level float switch. Refer to FIV110477. 3. Ve&anical alternator "fit -Pak" 110-0072 or 10-0075 4, See FM0712 for correct model of Electrical Alternator. 5. Variable level control switch 10­0225 used as a control activator, amth Electrical Alternator (3) or (4) float systern. to Seal Control Selection U . . ..... Model Vohs ---------- Phase Mode Amps S,niplex Duplex CS) M57/59 Auto 9.7 i ..... . ....... & 5 3 Noon. ....... y y BN53 Auto 1 9 7 Auto P 7 y N BN57 '5 230 1 o 1 Auto 1 D5155 & Dr i59 230 i ArJtu 48 4 & y 5 & E57/59 230 Non or Singh 1gg'yback switch included Fol information on additional 'Zoeller products refer to cats" on Picgyt)ack Variable Le"itl Float Switches, F M 04 7 7 " El ectr"l Alte rn a (or, F M048 6, M ech anical Alt e rn a (or, F M i 495, Surn W 7 11 '941AQ TOTAL DYNAMIC HEAD/FLOVV PER MINUTE EFFLUENT AND DEWATERING MODEL 53/55i'57/59 Feet Meters Gal,Liters 5 1.5 l 43 1 1 129, 15 1 4.6 19 72 19.25 5.9m) Shut-off Head. "Easv assembly J� Reduces potellbal clogging by debris Replaces rocks or bricks under the pump ki,ade of ,Jurable, noncmrrosive, AIDS Raiseq purnp 2" A bottom of basin Provides the abIlAY to raise intake. by adding or')I, PVC plp'ng 4, Attaches securely to pump Accommodates sump, dewatering and effluent applications NOTE: Make sure float is free from obstruction. Sewage Basins, FM.3487; and Single Phase SirnfAax Purnp ControlAlarrn z)YSfem-s, r U 3L. engineered into the design of every Zoeller pump. For unusual 0()nditions a reserve safety factor is (�*,) Copyright 2011 Zoeller Co. All rights reserved. Page 8 IN -GROUND DOSED -GRAVITY DISPERSAL AREA Stepped Elevation Trenches with EZ1203HP Bundles 3-ft Trench (down -sizing credit) min. 120 Geot+extile (typical) TYPICAL TRENCH Cover Provide minimum 3 ft FZLW s04L COVER CROSS SECTION VIEW INEEIMseparation between trenches. (No Scale) fftin. trench depth (typical) L- �. - _.._ . -� - • . . Highest Trench System Elevations = 10 1. 28 ft; 100.28 ft; TYPICAL TRENCH PLAN VIEW ---� Lowest Trench (as applicable) OBSERVATION PIPE DETAIL (No Scale) Screw -Type or 6.4 - .. Finished Grade ft;ft T ft Slip Cap (loose) `�' (mulched R seeded) 4'0 PVC Pipe Topsoil Cover aT4p of,�p�ta�nate ._- (min. 1 foot) ti t r a e ins grade ' (Show location of inlet ! outlet pipe connection or, plan view. (41 'I t4"-117" k &" Slats `No Scale) 4110 Observation pipe shall be instaW x1 at junction toetween twa units Perforated Lateral Observation Pipe (typical) (typical) 1 70 ft (typical) INSTALL PER TRENCH: 7 10-ft bundles car 50 ft EISAlunit = 350 W + 0 5-ft bundles (a- 25 ff EISAlunit = 0 ftz Anchoring Device 10 ft A = 3.0 ft EZ1203H Bundle (typical) (rnfd by Infiltrator Systems, Inc.) Install pursuant to manufar_turel's instructions. Infiltration Surface EISA r trench = 350 Proposed pe ft2 Required Infiltration Area = 643 4 ft2 Distribution Method. x 2 trenches = Proposed Total EISA = 700 ft` branched manifold Installation Instructions for E OWTM flbyFILTRATOR EZflon)Systems in Wisconsin 0 I Wisconsin Department of Commerce, Safety and Buildings 5. The Absorption area (SF) necessary for a given site shall be based on maximum daily sewage flow (GPD) and Division has reviewed the specifications and/or plans for this : P product and determined it to be in compliance with chapters sized the Permeability for the site. If certain criteria is mel, the Comm 82 through $4, Wisconsin Admin. Code, and Chapters EISA suing can be used in Wisconsin, res�Ulting in a 40% 145 and 160, Wisconsin Statutes. All sites must meet the Sit!- smaller dra+nfieid, it Condilions S Locations & Isolation distances as noted in' • local regulations. 6. Place EZflow bundle(s) in the EZflow configuration ap- proved by system design permit specified for the particu- The approved products are 1203H (3-12' bundles with pipe in lar site. The top or center -most bundles containing pipe center bundle in 5' or 10' lengths) and 1203HP (3-12" bundles 9 are joined end to end with an internal pipe coupler. Any i e in each bundle in 5' or 10' lengths. ; with pipe 9 . additional aggregate only bundles that rTIay be required, should be. butted against the ether aggregate -only bun- . single pipe bundle contains a four inch perforated pipe sur- • A p 9 • dies and do not require any type of connection. rounded by EPS aggregate and is held together with poly- • ht iene netting. A singleaggregate bundle contains aggregate e y 9 9 rf , 7�he top of each GEG cylinder cor}tarns a filter fabrir� pr�:- The ' only and is held together with polyethylene netting. • ' A manufactured in between the netting "and aggregate. fabric is insered to prevent soil intrusion. The installer ' Materials and Equipment Needed • : shall n+ake sure the the GEO is posiliione�ci upward aril I:] in contact with the fabric contai ned in the adjacent cylir r- • low Bundles EZflow ' • EZflow Geotextile Fabric • der before backfrlling. • EZflow Internal Pipe Couplers • ' 3. The EZflow Drainfield Systems should be installed in a • Pipe for Header and Inlet • level trench in all directions (both across and along the v for 0 Backhae/Exca a • trench bottorn) and should follow the contour of the ground • Installation Instructions • iven surface elevation (uniform depth), with all continuous adjoining 10-foot cylindrical bundles placed end to end, flow products are The instruction fcr installation of U P 9 below. This product must be installed in accordance. with state with central bundle distr+butior� pipe interconnected, Comm$2 through 84, Wisconsin Ad- rules defined in chapters 9 without any darns, �tepdowns or other water stops. ministrative Code, and Chapters 145 and 160, Wisconsin Stat- ' the local health departments current design o railed such water will not 0. The trench top shall be 9 utes as well as ' pond. Backfill should be seeded or sodded immediately manual. : after completion to reduce erosion. 1. After the local health department has determined sizing, • � 1 Q. EZflow EPS bundles are flexible and can fit in curved configuration, and layout for the EZflow systems, stake the location of trenches and lines. Be trenches as may be necessary to avoid trees, boulders, or or mark with paint careful to set correct tank, invert pipe, header line or dis- other- ohstacles. tribution box and trench bottom elevations before instal- ,re ate is lighter than water, therefore, it might 1 � r `�g� 9 9 lation of pipe bundles. ' . --P`' be expected that natural buoyancy forces would tend to �; 2. Remove plastic EZflow shipping bag prior to placing cause F.Lfiiavv assernblif��� to float ouI of ground when ine occurs. Field experUencc has shown, however, bundles in the trench(es). Remove any plastic bags In the pond - s steer+s have a m.inimurn that tl•�is is riot a problem when y t stern is covered. y trench before s • • of 6" of soil cover as recommended by manufacturer. 3, This product must have geotextile fabric that meets re- ' quirements of s. Comm 84.30 (6) (g), Wis. Adm. Code, ; installed directly on top of the product and extending 1203H-GEO, ' down along the sides of fhe product to a point at least six _ Geotedle inches from the bottom of product. Barrier Kter+1 4e .. ry..J G TO b • h trench sl~�c�uld be dug to 4 When installed in a trench, the I tl 1 7. 7 - �• 4 1 Y • • -. - -s'._ '°.' ��--�.Y This not only saves labor in e C a width of 3f inches. y x ava- , T _ =�-� • 4 , v r ♦ ��. may- �..J Y . M{ .. ...-. *..L . g.r.r 4 • capacity,, after tion, but also provides better load-bearing:...7=,.:,e,.:,t°.'r�_',` Y 1 Y.{,........"...,...,.r. .., ." • ♦ • Y . Y backfilling is complete. ' ' 36* -r- --■-�► Page 10 In -ground Gravity Management Plan IMP TANT: PAGE 4 OF 4 The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Disi2ersal Area o eratin Limits: Design Flow — 450 9p7 d• BOD5 5 220 mgL"; TSS 5150 mgL"; FOG 5 30 mgL-' ingpe ion Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution 1 drop boxes) n neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing a dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.) o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribut� 'o n lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) nk s shall -be pumped b a certified septage servicing operator licensed under s. 281.48 Wis. o Se tic and dose to p P Y Slats. when th e volume of solids In the tank(s) exceeds one-third (113) the liquid volume of the tank(s) or as required b local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. � y o Effluent fllter s shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated s olids accordingto manufacturer's specifications. A servicing period Mll always be greater than 12 months. System maintenance reports shall be submitted to the proper local government unit In accordance with SPS 383.55 Wisc. Adman. Code. Report any component failure or malfunction to: •Excavating,�nc. . ?15-?50-0486 . Schmitt and Sons Phone. Name of individual or company. - 5-468 Community Deveia ement 715 �� unit: St. Croix County Co y P Phone: Local government ' Road Hudson ZIP:54016 Local government unit address: 1101 CarmiChael hall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Any defective part of this systems p components shalt comply with SPS 383, Wisc. Admin. Code. Code. Repair or replacement of failed or malfunctioning P unless approved by the department in product roduct for chemical or physical restoration of the POWTS may be used pp accordance with SPS 384, Wisc. Admin. Code. Continaencv Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate aenc for review and approval. A failed in -ground dispersal component may be g y abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils. System Abandonment If use of this PQVIrrS Is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Cade. Page 11 S-V. C R J cai iti ry SANITARY SYSTEM File #: Office Use Only OWNERSHIPIADDRESS FORM Created 212021 1 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 Prorertv-F11(,7.,cj Scanned weblink. OWNER/BUYER INFORMATION Owner/Buyer James &Susan Frye. Mailing Address 746 Martin Ave. City/State/Zip Hudson, W1 54016 Phone Number (re quired)612-859-9056 Ernall Address (req�ilre.d)frye003@yahoo.com Parcel Identification Number 020-. 1415-20-000 (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION NE 114 20 T 29 N R 19 W Town of Hudson Property Location SW 1/4 , Sec. Subdivision . ..... ... ....... Subdi i i Plat, The Glen Certified Survey Map # Plat Warranty Deed # 746708 Volurne Page # , Lot # 26 2457 Page 4067 (before 2006)VolUrne Number of bedrooms 3 Spec house 0 yes 0 no Lot lines identifiable 0 yes 13 no OFFICE USE ONLY New Property Address lon.) (Verification of new a(Jdr-c5s required from community Development Department fornew constaict (Staff Initials) (Date) This form must be submitted with all Private Onsite Wateir Trectment System (POWTS) applications. New System: Include with this form a recorded warranty deed from the Register of Deeds office and o copy of the certified survey reap if reference is made in the warranty deed. Community Development Department - Land Use Division 715-386-4680 St. Croix County Government Center 1101 Carmichael Road, Hudson, WI 54016 715-245-4250 Fax WWW'SC("W1-QC)v Page 12 0. 24 5 7 P 0 6 7 I STATE BAR OF WISCONSIN FORM 2 - 1999 Documem Number WARRANTY DEED This Deed, made between Gira Johmit. Coagaillm , Inc. • Grantor, and 3 wife Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in 51, Cro County, State of Wisconsin (if more space is needed, please attach addendum): Lot 26, Block 4, Plat of The Glen in the Town of Hudson, St. Croix County, wisconsln. -7-4G-v?08 XATHLEEH H. WALSH REGISTER OF DEEDS ST. CROIX Co. , W1 RECEIVED FOR RECORD 11/17/2003 09:40An WARRANTY DEED rXEMPT # REC FEE: 11.00 TRANS FEE: 2+63.40 COPY FEE: CC FEE: PAGES: 1 Rmord ins Area H,,m and a�Nm Address eagle- bt,"�-y Parcel Identification Number (PIN) This is n homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -Way of record, if any. Dated this -::2 day of October - -.2003 AUTHENTICATION S ignature(s) * G en Johnson Co 5 uction, Inc. By: (N j r� ACKNOWLEDGMENT STATE OF �; -> C ss. County ? authenticated this day of - '--...__ .__ ........ .. .Personally came before me this ay o _.. _ October , 2003 —the-'above named Glen Johnson Construction, Inc., a Minnesota orpora i n * 1t�t1r by C� ��n ' �h n`z�_ TITLE: MEMBER STATE BAR OF WISCONSIN %��� � � ��1' �� � ��' ��:to 6w known to be the person(s) who executed the foregoing (If not, _ * • , ........ ....... . ..___.................. -, ....... .... .. . . . ...... . . . . • • t ent and acknowledge the sarne. authorized by 706.06, Wis. Stats .) _ .. - f THI S INSTRUMENT WAS DRAFM&y Attorney Kristin 4 and`} Li WI s4Q16 r ..._. , State - ..._ _. Hudson N ubl is to of � C` C.� rl._......L � _ ._ _.. ���<< ` • + • ' ' ,C IN ` �tnmmission is permanent. (If not, state expiration date: be authenticated or acknowledged. Both are no �ii �� (Signatures may � '� >>!`�T_ +' W1 Names of persons sighing in any cavity must be typod or pdtiwd below their signature. tnfonnstinn profaN oiuts Co.. Fond du Lac, 21 STATE BAR OF WISCONSIN i40(3.63S.ti121 WARRANTY DUD FORM No. 2 - 1999 Page 13 . .-- THE GLEN f� ,sl1ON111r/f � Y Eric" coo CMae ate no ttrtnx dae plat sra[lY fi t t[► M • I- QD S1TIF rvf FA1� Selz 2]E.-tS• I34.Ib, 2J6-20 alld 236.2; (I I an# G: , ' ` .- r+<. rcALL SET locmt*4 +t ma Usert-`. t Ckl tlw of tM ta.■tt. v awwty, m R+a *Arm sk Cl.00rtae o= ttee ri:,ytr+.xast Q,vx.s- ., r. Ee..ar«e co�-rvt.r W V tvsef...+f � Granter_ w tM ;.+.lHursT ouen.• cr tk.. tas.**,+se1 Owriw• r tl.. N-T% st Q.el•a si litre S.s. ki..esi lw. Y* trl� ikertR�e.l U..art� or ttt '„ 4.�., � � sTs o o ■. � llouMo sttu �E Iwt 5wMw+f Q.arin N Bee SewN•M� Ckwis aM w e.e Slrtn.rsi r•,tt,wte.' al Wa Sartwrssi 31.tf.tw, P' vo(tj*rr6 363 un RTf FOOT, yt 1FN GAllr Sx./ , wc>a ,•r-�'A*C a vck w t,�. POV sxr.. an .r. Sectw -x ►w 24 sksrw. *a.lr T! RnF_ 1a a! 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F• - • • x b'-�t I , et•\e 9 t�rl �� A / r- F' lNE Cr VAOCkt NEC kw WX Wt._ - � ,•.1�.' . n.� � v_,f. lire .- V %,It ,� . ,..: _ M , • V - e v +� i - - . .� .,. l! ram. •- 3 t.. .. r• +F.t e4`, u•4 T4f ..=!Ve w WA CY v'>tlYftwll:iT i.{711t1.R r+t�.ftm i.v • '' • - - - - - { CsM VnL 3, PA;A 1TS tAb4i!'3i"w 114Lt4i: 9r. :212 :tit' sfttl PV'E- i, -"-•,,! ■_) A r�r- �. .s� lei` '• It1tiATlCM - 946 29 i ►^ t , ,r1f a/�-T :)A.�r- e . 1Il1 - - - - -_ -. ._---�`_-.----....- - - --- - - ----- r-W )� !-1 s w t A.., ..r.... e..a •w•.+t . .... t 9...,, ---.--------- ----- JAMES R. HILL., INC. MA!WT 10 C*2 12 Wlem aln Npartrnent of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division 4 � INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Pownel intimation you provide may to used #or sscondary purposes [Prlvxy Law. s.15.04 0)(m)] Permit Hokler's Name. City Vlllgge X Township Sienna Corp. I Hudson Township CST BM Elev: Insp. BM Elev. BM Description: & e-, 1 13. t'-t t�_ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aerabon Holding `�`•-r-.� TANK SETBACK INFORMATION ��i�•r•t 111161,L111111 %T!110 TANK TO P/L WELL BLDG. vent to Alr Intake ROAD Septic ' C-4'T' _ Dosing Aembon Hold h PUMP/SIPIi�FORNhCTlO�� Manufacturer Demand Model Numta TDH Lift 'on, System Head TDH Ft For aln Length Dia. ~—^ COunty. St. Croix Sanitwy Pem* Nu. 430190 0 $tote Pian ID No. Parcel Tax No: 020-1415-2ao00 Sec iwVTowrvRang&%UP N« 20.29.19.2620 STATION BS HI FS ELEV. Benchmark q Alt. BM i , ..,� Bldg. Sewer St/Ht Inlet 9 $ , rd SVHt Outlet Dt Inlet Dt Bottom HeadertMan. Dist. Pipe sot. sy3tem e . Final Grade St Cover SOIL ABSORPTION SYSTEM 81=7110ICH Width Length No. Of Trenches PIT D1MENSIONS No CA Pits Inside Die. Liquid depth DIMENSIONs,, SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM t.EA,CHiNC OR Manua rer: 1 INFORMATION Type Of System Type i,G�+ I ' �� ,��__ UNIT Model Number S4 s v1Lr.{ �,ro�— - DISTRIBUTION SYSTEM HeBdeN Vibutkxr x Hole Size x Hole Sp$dng Vent to Air Intake C Dia h la Spacinf SOIL COVER=,, Pr�ssuro $ xx Mound Or At -Grade Systems Only t ch5mp , } BOWTrench Ce ler .`` I a De Ovrr '� rench E s �= _ xx Depth of TopBoil xx Seeded/Sodded Yes j, . � No xx Mulched Yes No COMMENTS: (Include code disc:repencies, persons present, etc.) inspection #1: � � ��� �_ �- � Inspection #2: � I_ Location: 746 Martin Ave Hudson, WI 64016 (NE 1/4 SW 1/4 20 T29N R19W) The Glen Lot 26 Parcel No: 20.29.19.2620 1.) Alt BM Descrtptlon 2.) Bldg sewer length 3 -3 4&%,-­9--_ - amount of cover �.��..z- ewap- r : n revision Required? Yea Nv !a -tftr side for additonal informs I Date _ _...._.. Ineapctort Signature 10 (R.3/97) Safety gild Buildings Diviscon County 201 W. Washinston Ave.,P.U. Box 7:62 � txr (to be tilled in by Co.) .madison, WI 53707 - 7162 5an:tsrY Permit Num '608 266-31 S 1 NVISconsih L ) � Department of Commerce ------Statte P - Ian 1. p. Nu,m SanitaryPermit Apj*cation- n withComm 83.21, Wi i o ►1 Portz dan you provsc w I.x S1S. l)(rn3 , Project Adjruf if diffcrtnt t o m E3r addrers) nay be uwd rlAlr*n PrRacy I. Apphcadon lnfurm Won - Pant All onn 1 Parcel ,� Block S ` .r ProperI owner's Na me � 2 (� �� 0 o�► PropertY Property owner a sib u �If 4 •Section -9L!f. t �r City, St>➢►te Zip Cade Phone Number _ (circle o ) U. Type of Buildins (check all that apidy) ,% 4411 Subdivislon'Namc C:SM Number 1 or 2 Fsmily Dwelling - Number of Bedrooms ,. PubiiclComrncrci i -Describe Use I, ��/1Z,q�'r.. G 1 FaTy Ljvi"ASC ownship of e' % Stste Owned - Describe Use W. Type of P+�rn4it: crk only one box on 'line A» Complete Une B If appllcab4le) A. New Systtem ❑ Rwrplacarnent SY3tcm ❑ Tresumentrl-ioldlns Tank Replacement only Uttar Modificsti©n to EaUati8 S ysMrn 3 _ List Previous Permit Numbat >rttd Uste issued B. ❑permit Renewal l Permit Revision r" Change of Permit Transfer co New Plumber Owner � Befb re F,.upiasss dOn - --- POWT stern: Check sell 1V. of _ C: At�icsuit �� Single Pss Sam Filur Non-pto"urlud In -Ground �-j Mound 3 24 1n, of Suitable soil Mour�i ?4 in. Of suitatalc aril } ic�g Tank Peat Fi1;er ❑ Aerobic Try, arent Urit RecifcvlMtijlg 5 nd riltcr u Constructed Wetland �. Pressurized laG� `- Gravel -less Pl Recircuiatin S retie Media Fate ,aching Chamkxr Drip Line �Dll rs,�1,j'1'lrsent ,,�rst�a► �i'�psr D� �l Arta Rrc�uisrrd �ssf)Disprrsai Ar t -"is y:tea Rkvstio� w I' Soil Application R ite(lpaclsp per i,�n Flo (.� � � � �'� ZIS Pre ite Steel FibeT i Plastic Csa ciry in TsoLa ' Number ; L�anu. cc trs:i Gies V1. Tank Info � Galtors � of Units ' _� �,�,,,,� �-�,/� Cuncreu CQnstrucud Gallons , -01 New Existing � f r` Tanks T ..w..--..- ----•-- '�' I f i Septic or HoldIn2 Tank Aerotnc Treaurtcrit �jnx Dodnj Chanbe f ' ed �iuua r!-3 oTxslb�ty far allsatioD Of the P(]WTS Sh0�t2 on the iaf.ti�e�d . 'VII. R n4bWt StaterxlP.-tll- I, the u rar a P Businc t Pb+otu Nui�s!bcr ............... '�" "vtPRS Number�Plumber's �i g��ature ' plut7gsbor`st Na rue (Print) AL0_�.. Plumber's Ash ea (Strcct, City, Sute, Zip Code) sentsR only F ' sit issu ins A sign txrnp VLII oun t l� artxta -� D Sasutl�ry Permit Fee (Itycludes'�°,c.Water � ej� , �.' ❑ Diss ov+ecl .... J Approved PPr SwcUrgc Pee; r ❑ owner (ivan R!cason for Ds:raitl�i ( �..� �;� ,,,0-;-.�..�' n s for Di8�3hP �" L>rY i� a1. 45 ' �A IX. COD UonS 0 A provaUR�uo � rft J�. �� ,�� � /�_��,��-r-�-ram f �_ / .. fT3, V3 � r 114E ltti tbsRs Attach cvrnpletr p4m (to the C.-0 ly aaly) for tbs ayttBfn on PA S13D-6398 (R. 01/03) N v. u T '4. A Lamw '?W`" IL C5T 0 10 lot OJL� #2206 De Sol EVALUATION.REIPORT Irl acco Paw 1 of 3 sty anw wfth Comm 85, Wis. Adm. Code Pro*ssionaj *rrw countYSchmitt Soil Testing, inc, ty De\jelo pment ess than 814 x I I inches in size. Plan must County St. Croix Attgcli—comptete site P I include, but not limited to: vertical and horizontal reference point (13M), dirodion and I percent slope, scale oir dimenslons, now armw, and k"tion and distance to nearest road. Parcel I.D. 02D-1415-20-000 Please prfnf all Information. �d By D"It Personal infbrmation you provide may be used tor teary purpoSes (PTjvwy Law, s. 15-04 (1) MY % /z-z, Property Locaticn Property Owner NE1/4o SW1/4, 520, T29N, R19W Frye, James & Susan Govt Lot - --I Property Owners Mailing Address Lot a Bhx;k 0 Subd. Name or CSW 746 Martin Ave. 26 The Glen State Zip Code Phone Number city LJ city L] Village j Town Nearest Road Hudson t WI 1 54016 1 _612-8%-9056 H - udson Martin Ave. 450 GPD Ctuc Use: D ResidenUal / Number of bedroom$ 3 Code derived d"ign flow rate rlion j New ons Replacement El Public or commorcial - Descxibe: Parent material OuWash (Burkhardt Series Flood plain elevation, if applicable NA fL General comments Roacemeni area is suitable for a amventionai system with a 0.7 gpdtso rdte. Poss&e system ajovaWn for the moacwWt am and recommends lions: is 101.28'(h�h Trench), 100.28, (Iim trench). Slope of tie area is 12%. Bortng Boring # Pit Ground surface eiev. 1()4.48 ft. Depth to limatng factor 96+ in. Soil Application Rate GPON Roots Horizon Depth Domtnant Cobr Redox Description Textur;] Structure Conshmnce Boundary *Eff#1 TM QU. S7 Gr. Sz. Sh. C,ont C401or fin. Muns011 1 0-14 10yr3/3 none 2mgr mvfr as 2vf 0.6 1.0 2 14-31 1"/6 rione tfs icsbk MVfr 9W 1Vf 0.5 1.0 3 31-39 10yrS/6 none gris OS9 M1 CS 0.7 1.6 1� rs M1 0.7 1.6 g 4 39-96 10yr6/4 none OS9 2-/`f 2- 1Boring # L] Boring �.-' j pit Ground surface 016v. 104.48 ft. Depth to limatng facgor 96+ in. Effluent #1 = BOD > 30 � 220 mgA. and TSS >30 -c 150 mg/L 1.30 rrQ/L and TSS <30 MOIL property ower �aejJames & Susan Parcel ID # 020-1415-20-000 Page 2 of 3 0 Boring 3 : Boring PR Ground surface elev. 106.18 fl, Depth to lirnifing factor 96+ In. Soil Application Rate Horizon Depth Dominant Color Redox Deacsipton Texture Strudure Consistence Boundary GPD1W Roots *Eff#1 in. Munsell Qu. Sz. Cont. Color :Gr. SZ. Sh. 0-14 10yr3/3 none 2mgr MVfr as 1Vf 0.6 0.8 2 .. 14-29 10yr4/4 none fS1 2msbk Mvft gw 1Vf 0.4 ------ 0.8 __ 3 29-36 10yr4/6 none Is osg rnl as 0.7 1.6 4 36-96 10yr6/4 none grs OS9 MI 0.7 imp 1.6 Boring0 LJ Boring El Pit [j- Boring BorIng # Ej pd K-"'rAWMWAUZ�"� • Ground surface elov. ft, Depth to limiting factor in. I Ground surface elev - ------------- � ft. Depth to 1�nlftlng factor in. * Effluent #1 r- B008 > 30 s 220 rng1L and T%"')"S >30 �- 150 Mg/L - Effluent #2 = BOOS -� 30 mg/L and TSS -00 Mg& The DepaMnCnt Of COMMM-C is An Oqual oPporwnity service provider and mploYet, if you need amistancc to wAxss services or need matefle) in an alternate format, please contact the department at 609-266-3151 or 1'N 608-264-8777. 5dvnift W Tom, IM $TAMA-Ila (R.0700) St Croix County, W1 Legend La R41 M, I 14 491, PREVIO rflo'LIC.# 223� TOWN OF V6AhC ...&jU - SEC.20 ',Tlot_N, R ite AND/O9000h.-R LOT �(� BLOCK SUBDIVISION S NO. 4/3D/?o avkt X) 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. (d) 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. (f) The sanitary permit is transferable. History: 1977 c.168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. ED ISSUING OFFICER — DATE�'jZ 7410P &NLESS RENEWED BEFORE THAT DATE POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (RI 1 /20) Kevin Grabau Subject: 641988--Schmitt--Frye Location: Town of Hudson --"RED" Start: Wed 6/15/2022 12:00 PM End: Wed 6/15/2022 1:00 PM Recurrence: (none) Organizer: Kevin Grabau Categories: POWTS 746 Martin Ave 020-1415-20-000 20.29.19.2620 Scheduled on the phone with John 6-13-22 "RED" a 1 6,3j � �Z