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651357 040-1110-20-001
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)]. Permit Holder's Name: City Village Township Joe O'Malley TOWN OF TROY CST BM Elev: Insp. B/MM Elev: BM cription: V TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic `� 3 Dosing Aeration TANK SETBACK INFORMATION TANK TO P/L WELL BL15G. Vent to Air I ake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION nufacturer Demand GPM M del Number H Lift Friction Los Sys m Head TD Ft orcem n Length D Dist. to Well WIL ABSORPTION SYSTEM ELEVATION DATA County: St. Croix Sanitary Permit No: 651357 State Plan ID No: Parcel Tax No: 040-1110-20-001 Section/Town/Range/Map No: 27.28.19.444B-01 STATION BS I.LGBenchmark HI FS ELEV. 3•0� ���•� Alt. BM Bldg. Sewer Sob SUHt Inlet SUHt Outlet Inlet D B to Header/Man. Dist. Pipe Bot. System t a O Final Grade Cover l• `V `f iqu .3 BEDITRENCH DIMENSIONS Width Lent t No. Of Tres PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO T e Of System: P/L BLDG ^� (/ WELL ^ q� ! LAKE/STREAM LEACHING CHAMBER OR UNIT Man ct er. Mode tuber: S DISTRIBUTION SYSTEM Header/Manifold I Distribution Size p Vent to Air Intake Pipe(s) �xHole �Hole Length Dia Length Dia acing SOIL COVER x Pressure Systems Only xx IJVpuacLrAt-Grade Systems Depth Over 1 Depth Over x Depth of d/Sodded x Mulched Bed/Trench Center v q Bed/Trench Edges I Topsoil ❑ Yes ❑ No I ❑ Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 602 MANN VALLEY DR __1,,_ , 1.) Alt BM Description =�Av bU��a�V�Q �".'OU4 is 2.) Bldg sewer length =-7 \ - amount of cover Plan revision Required? ❑ Yes I No ( �tlj I �� Use other side for additional information. l Date nsepctor's Signature Cert. No. 4's Industry Services Division County 5 A/_2py?,. 2— j 4822 Madison Yards Way St Croix Sanitary Permit Number (to be fillrxf in by Co.) �� �_� �y• Madison, WI 53705 ^ P_O, lox 7162 '• " _ Madison, WI 53707-7162 Lr- 1657 Sanitary Permit Application stare Transaction Number In accordance with SPS 381.2l(2), N k. Aden Ci+de, suhmissiori of this firm to the appropriate governmental unit �— is required prior to obtaining a sanitary permit. \o1e: Application lurmr for stale -owned POINTS are submitted to Projw Address 61-different t1mn mailing address) the L7epartrnew oi'Salot and Professional Setti izc,. Personal infonztation you. (tram ide may be used for secondary purpowti in ac cl rdancc u ith the Privacy l.au 15.04(1 xrml, Scats. ,^ ^ 1. Application lnforituation - Please Print All Information --- Property a lwner'� Name Pars cl '` Joe O'Malley 040-1110-20-001 1'mpctty Lucation Property (hvnQr's Mailing Address 602 Mann Valley DR ZipCcdc Pl3ypcDGmmiaer River Falls WI �54022 .• motion 27 T28 N R.19 1: or A' II. Type of Building (check all that apply) Lot r1 01 or 2 Family Dwelling - Number ofBedrooms 1 Subdivision Name F--� �' 1y/tthlici('lunntcrc:ial - Describe Use farm shop NA Block 4 t--+ _,- I zty of ❑State Owned - Desmhc Usc \t Nutntx r DVillw of NIX 27 6226 ZTc%,, fTroy IL lit. Tape of POW'1'S Permit. (Check either "New" or "Replacement" and of her applicable on line A. Chcck one box on line B. Complete line C i applicable.) A. ✓hew System ❑Replacement System her Modification to Existing System (explain) ElAddilional 1'retreatment Unit (explain) R. RIlotdirig Tank V In4iround [:�t-(;tade Mound Individual Site Lle n Other Typc (cunventil anal ) Renewal &:fore 'la:mbe of Plumber �fransfis to Ncw [Twncr iU Previous Permit Number and Date lssucd Expiration 1EIRevimon �! [V. 1)ispersaYrreattment Area and Tank Information: DDesignC=low (gpd) Design Sail Apl�licatinn 13uze(�tpd�sf) Dispersal Area Required (st) Dispersal Area Pre)rxasl�d (sfl S }' tm System Elevation 150 0.6 _ 250 1500 193.00 Capacity in Total rr of Manufa,;rurcr Tank Information Gallons Gallons Units New ranks Hxiytiltl; Tanks P�- 5z�.�1�- 71 e 2 Septic or Holding Tank 1000 1000 1 Wieser Concrete ✓ na � 0 V. Responsibility Statement- 1, the undersigned, amine responsibility for iastattlatian a the rO%- `5 shown an the attached phns, Plu ib is Name (Print► PI is 5ignat MP/MPRS Number Business Phlroe Nunihcr Darrell Hubbell 221073 715 307-1630 Plumber's Addrz'tis 1.5trecl. Pity, :,tale, /.ip Code) N7988 920th St River Falls W! 54022 ` VI. County/Department Use Only krAppmved - Permit fee Dare Issued. Issuing Agent Signature ()uncr(;iven n ' ial Conditions o Approval/ SYSTEM OWNER: 1. Septic tank, effluent filter and dispersal cell must be serviced I maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code / ordinances. Atrarh hr c ptete places for Itte S%%ir n acre! %ahmir to Carr comae} only na palwr not kM rrraa 11 t x I I mein in we SBl)-6398 (R. i0 21 ) Designer: Ryan Bache[ ®2ron ental LL ►i DVA N C E D Certified Soil Tester: 133(�832 Envirvrrmenta! CLC. Designer of Engineering Systems: 0 2263-7 All rights reserved. F4 'AN property Fines not drawn are a1O0it from system' ! SCALE � I 20' \ - V' Or 40' i _ Grain Proposed well location copy,- bins (approximate) DRIVEWAY s y� f e3 ti 97.40 tb5' 4" c 1 0% `. sch 40 PVC 3 �•\ (insulate) tic] i (2) 5U. EZ-Flaw trenches k 93.00 ' system elev*49n 82 97.20ii�' R-©-W 1 edge D 00 C:) rn a FARM SHOP Proposed bathroom addition Benchmark Ay Soil Boring t b I ! I 1 I t I I I I I I I I ! I r � I ! 0� t I 1 + l i GRAVEL FAA R KING � 1 + ----------------------------------� SYSTEM NOTES N Septic Tank: -Wieser 1M gallon SiNie-conpartlrent tank -Bring risers 4' above fnal grade Polylok PL-525 filter -lac not route clear water sources into septic tank Pump Tank: Soil Treatment Area: -In-ground "con we itonal" eenOes NO 0.6@Dd` ` load raw ;2) SU EZ-Flour ln3•H trenches -93.X system elevaban h,`,'edlk mar ateE rna Q S h � r 7) r�G '.4,'wabws ac c4 !ssarr, w"a5 a m rdmir) a' ! A. InE4 teal orlrercl s n,•alk am 5.ve9 Pl" 5 at leas'. L t- aN sees r(l e'cmd 68' PA-13 7 ..9'.;, to-., .A0 e.nd �rsperty Inc selbd'Cis." -0Bl'I ep;F to = >104' Ippgervet-Cn e7Cenr. Distribution: -Gravry Xr81181 d s[rkx:;ior -- d" sO 40 PVC D, SDR-35 header " InstaYer may Wterr-Avely ase drop boxes, aishbubal Wet{ box. s':larrllers as An;p sows' en ieu et eisbahkbon header" Wieser WLP1000 }� w/ Polylok PL-52S j BM 1 = 100.00 - Top of service door sill +80e 4" BMZ = 100.05 - Top of phone pedestal scht 40 or V " 3(i34 PVC,, Sloop grade ;- 99.80 Proposed B.S. exit elev. z 97.00 ..a LOCATION NAP (rot to Bade) z 0 f— SITE MANN VALLEY DR PREPARED FOR: Joe O'Maltey Site Address: 602 Mann Valley DR River Falls, WI W22 --L----T------ --------1'IAIYIY V ALLEI DR--------�--------LlID:W11102CSM127-62267Acres SW 1 /4 SW 1 /4 S27 T28N R19W CertHied StatenVnt: u ThIs wy�tern has been deelQned rind erduoied In 0000rdonoe with State and La wl codea. The e011 treatment area must moon protected from dlstwbwce and/or oorrpa m baton and over oonebumw. — Town of Troy WIDE _ -. NO WMANlY Is E THAT THIS SYSTEM N'ILA t ONTINUE TO FUNCT04 INDErk aY. System must be properly rtwintained. Review yow eyetam'e rrq"a _ Derr1ent pion for �refonriallan an proper coneand naintmwnce. Scale_1 _„ =..4r7` Date: 8124123 Property Owner/Client Joe O'Malley ADVANCED E N V I R 0 N M E N T A L Site Address: 602 Mann Valley DR, River Falls, WI 54022 FLOW.' INDEX Pg 2 SITE PLAN Pg..3 SOIL DISPERSAL COMPONENT Pg. 4 TANK SPECIFICATIONS Pg. 5 FILTER MAINTENANCE Pg. 6 MANAGEMENT PLAN Pg. 7 MANAGEMENT PLAN Pg. 8 SOIL TEST Pg. 9 SOIL TEST DESIGN PARAMETERS Wastewater Type: Residential Estimated Wastewater Flow: 100 gpd Design Flow. 150 gpd SOIL & SITE EVAL UA 77OA(• POWTS Type: Non -pressurized Conventional Limiting Condition Depth: 104" Maximum System Depth: 68" Contour Elevation: 97.80' Limiting Condition Elev., 89.13' Land Slope: 1% PIN: 0404110-20-001 Co u nty: ST Croix Pg. 14 SOIL TEST # Bedrooms (residential) : 0 # Occupants (per capita flow): Public Facility Flow: NA Treatment Level: Effluent 1 Code Required Separation: 36" Soil Texture: S In -situ Soil Application Rate: 0.6 gpd/ft2 Dispersal Cell Loading Rate: NA PDWTS DESIGNED PURSUANT TO: In -Ground Soil Absorption Component Manual (Version 2.1) Comments.- --- ------------------------------------------------- - --- - ----------------- - ----------------------- - -------------- Bathroom to be added within existing farm shop. No floor drain proposed. No bedrooms proposed. Flow estimated at 1 bedroom capacity. (2) 50' Ez-Flow 1203-H trenches at 93.00 system elevation. Gravity parallel distribution. "Installer may alter individual trench lengths and elevations as necessary so long as a minimum of 100 lineal feet of trench is installed and system 41,\5C 0 NJ :depth is at least 41" and does not exceed 68". Maintain all building, well, and property line setbacks. * * =� RYAN G.' •------------------------------- ---- __---------------- --------- -- --_--------------______------- ---- BECHEL D-22G3-7 SIGNED: 9/1/2023 DRE5COTT �4' ADVANCED ENVIRONMENTAL LLC �r✓''o Q W1 1932 560TH A VE. PRESCOTT, Wf 54021 (651) 32 7-00 74 i',fi,►, 5f11G`NO,,�`` Designer: Ryan Bache[ 02Advanced Certified Soil Tester: 1330832 Environmenta!LLC. i DVA N C E D Designer of Engineering Systems: 0 2263-7 All rights reserved. F4 'AN property Fines not drawn are a 1 QQit from system' ! SCALE l 20r— V f l I - i m LW T I I r. 33" I l l � BM21• I 1 0' 40' GrainV Proposed well location bins (approximate) DRIVEWAY I � I I e `' � BM1 �97.40 , ±65' 4" sch 40 PVC �• (insulate) e � (2) 5U. EZ-Flow trenches k 93.00 system elevat�on O B2 97.20io� 1 1 R-©-W 1 edge ova nra M r+''3 FARM SHOP Proposed bathroom addition Benchmark AO Soil Boring t I ! I 1 I 1 I I I I I I I ! I r � I ! 0� t I 1 l 1 GRAVEL FAA R KING t 1 I ---------------------------- ------ SYSTEM NOTES N Septic Tank: -Wieser 1M gallon srrl§le-conpartlrent tank -Bring risers 4' above final grade Polylok PL-525 filter -00 not route clear water sources into septic tank Pump'rank: Soil Treatment Area: -In -ground "con we itonal" eenOes NO 0.6@Dd` ` load raw ;2) 50' EZ-Flour ln3•H trenches -93.X system elevaban h,`,'edlk mar ateE rna Q S h � r 7) r�G '.4,'wabws ac c4 !ssarr, w"a5 a m rdmir) a' ! A. InE4 teel I1roncl s nyatk am 5.ve9 9Pl, 5 at leas'. L t- aN eees r( I e,cmd 68' PA-13 7'A*., lo., .4 dnd �rsperty Inc selbajs.- -Dept to eWcror = >104' (omrvat-sn wr.enr Distribution: -GfW'Y Xr81181 d strkx:;ior -- d" sd 40 PVC D, SDR-35 header "Installer may Wterr-Avely ase drop boxes, aishbubal W e l{ box. s•:Iarnllers as An;p cows' In ieu et eishb4on header" Wieser WLP1000 w/ Polylok PL-52S BM1 = 100.00 - Top of service door sill ±80A" BM2 = 100.05 - Top of phone pedestal sch 40 or V " 3034 PVCShop grade ;z� 99.80 Proposed B.S. exit elev. z 97.00 A/a nit! nib LOCATION NAP (not to wde) z LU U) I m— LSIITS MANN VALLEY DR PR.EPARLI) i OR: Joe O'Malley Site Address: 602 Mann Valley DR River Falls, WI W22 --L----T--------------1'I NIY �ELLs 1 )1:---------�--------PID:Legal: CSM W-11102127-62267Acres SW 1 /4 SW 1 /4 S27 T28N R19W Town of Troy X CerUfisd StoterrunL Thw wyetern has pun deetQr»d and waawtod In o0cordonos with State and Local eadse. the solr trwatmmust rsmo ent area u;n protected from dletwbwce and/or ourpocum betars and offer oonebucGon. —_ -. NO MANlY Is WIDE THAT THIS SYSTEM N'ILA COKPNUE TO FUNC 04 IPi7Cr& ay. System must be prworly r ;nta:ned. Re ;ew yoir system's rnan gernent pion for firormanon on proper core and maintenance. Scale: 1" - 40` Date: 8/29/23 IN -GROUND "CONVENTIONAL "DISPERSAL AREA I Plan VieW ono scale) Observation EZ-FLOW 1203-H Pipe (typ•) Bundles (typ,l - ..-:_.__:---- _ -36 i so, 5' I so' 97.70' Dispersal Area Product Dispersal Area Model Product EISA Rating Total Number of Components Distribution Method Minimum Required Dispersal Area: Proposed Dispersal Area: EZ-PLOW 1203H (10' bundles) 50 ft2 10 Branched Manifold Inspection Pipe Detail Screw -type or slip -top ca 4" SCH 40 PVC pipe Top of pipe to terminate a or above finished grade J" - I" x 6" slots spaced 90" apart Anchoring Device (Toilet flange) Cross -Section View (no scale) TOPSOIL F & SEED 97.70' -A 250 ft2 500 ft2 Finished Grade (mulched & seeded) Topsoil cover (I'minimum) filtrative surface ..................................................................................................... r Minimum System Depth: 41" Maximum System Depth: +fib" " 93.00' "-- 93.00' TANK SPECIFIC AT/ONS • Minimum cover = 6 inches; Maximum cover = 8 feet (unless specked by manufacturer) • All manhole covers shall extend 4 inches above final grade • If the tank is within 2 feet of final grade, insulate the lid to an R-Value of 10 • Minimum 18" of cover required over building sewer, Insulate if greater> 30' long and < 42" from grade or if < 60" from grade under all high traffic/snow, cleared areas (driveways etc.) • Building sewer: No 90's, keep 3 feet between 45 s, maintain 1 inch in 8 feet (1916) slope, install cleanouts at the building connection and every 100 feet at a minimum 98.80, _ 98.70' _--Clean Out 97.00' 95.33' 4' SCH 40 Bldg. Sewer I I 65' Watertight control box with separate pump and alarm circuits 91.50, ------------------------------------------------------------------ Tank Manufacturer/Model: Wieser - WLP1000-1MR ----------------------------------------------------------------- Filter Manufacturer/Model: Polylok - PL 525 ------------------------------------------------------------ Panel Manufacturer/Model: Not Applicable - TOP VIEW W N INLE _ in n TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM 4' CAST -A -SEAL PUMP PAD SAC,` 95.08' Filter PVC Float Tree WLP1000—MR TANK SPECIFICATIONS DIMENSIONS: WAIL: 2 1/2' BOTTOM: SEPTIC 3' COVER: 4' MANHOLE: 24' 1.0. PRECAST CONCRETE RISER HEIGHT: FLAT COVER 53 1/4' O.O. LENGTH: 104' O.O. WIDTH: 86' O.O. BELOW INLET: 42' O.D. LIQUID LEVEL: 36' WEIGHT: 6,790 LEIS. INLET AND OUTLET: 4' CAST -A -SEAL BOOT OR EOUAL GASKET, CAST -A -SEAL BOOT OR EOUAL INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN. SEE DETAIL 010 (OTHER STATES SEE CHART) UOUIO CAPACITY: 27.83 GAL/IN HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY: 1.085 GALLONS LOADING DESIGN: 8' (Y UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/ HOLDING/ PUMP OR SIPHON COVER: MIX DESIGN /8 NO FIBER) TAW : MIX DESIGN #10 STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE DRAWINGS SUBMIT FOR APPROVAL APPROVED BY• APPROVAL DATE: PRODUCTS NEEDED BY: 1 W x 9—X to I N M o I i O OD LLD 0 n Gana A INSTALLATION INSTRUCTIONS ► p%atno PL-12IPL-551PL-625 FILTER INSTALLATION INSTRUCTIONS Step 1: (A) Locate the outlet of the septic tank. (13) Remove tank cover and pump tank if necessary. c4Y �fiIBd rQ MSF.�AM31 Sf andard 46 MAINTENANCE INSTRUCTIONS Step 1: Locate the outlet of the septic tank. rk, P11VT 15L PUPINIMIG WHEN FILTER IS REMOVED USE RUBBER GLOVES WHEN CLEANING FILTER Center filter skwith opening rr � w� _J LL C' Additional pipe or Polyiok Extend & Lok" J for centering. J Step 2: (A) Before installation, place the filter housing on to the outlet pipe (B) Make sure that the housing is positioned so the filter can be removed from the tank for maintenance and service. Step 2: (A) Remove tank cover and pump if necessary. (B) Pull the filter out of the housing. (C) Hose off the filter over the septic tank. Make sure all solids Fall back into the septic tank. Step 3: (A) Glue the filter housing on the outlet pipe. (B) Insert the filter cartridge in the housing, making sure the filter cartridge is properly aligned and completely inserted in the housing. Step 3: (A) Insert the filter cartridge back into the the housing making sure the filter is properly aiighed and completely inserted. (B) Replace septic tank cover Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free. 877.765.9565 Fax 2Q3.284.8514 www,polylok,r6mp F MANAGEMENT PLAN The owner of this Private Onsite Wastewater Treatment System (POINTS) shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. This management plan identifies operation and maintenance activities necessary to ensure long-term system performance. Tasks that should be performed by the homeowner are identified. Professional management tasks shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code, however, it is the homeowner's responsibility to ensure all tasks get accomplished in a timely manner. 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. ► Keep this Management Plan with your Septic System Owner's Guide. ► Keep copies of all pumping records, maintenance activities and repair invoices with this document. ► Review this plan with your POWTS Maintainer at each visit; discuss any changes in product use, activities, or water -use. MANAGEMENT FREQUENCY Design Parameters System Specifications Number of Bedrooms 0 Septic Tank Manufacturer VAeser Design Flow (gpd) 150 Septic Tank Capacity (gallons) 1002 Soil Loading Rate (gpd/ft2) 0.6 Effluent Fitter Manufacturer Polylok Standard Effluent Quality Effluent 1 Effluent Fitter Model PL-525 Biological Oxygen Demand (BOD) 220 mg4 Pump Tank Manufacturer NA Total Suspended Solids (TSS) 150 mg/i Pump Tank Capacity (gallons) NA Fats, Oils, Greases (FOG) 30 mg/i Pump Manufacturer NA Treated Effluent Quality Pump Model NA Biological Oxygen Demand (BOD) - rng/i Dispersal Cell Type Non -pressurized Total Suspended Solids (TSS) - moI Conventional Fats, Oils, Greases (FOG) - n*7 Pretreatment Unit Description NA Max Effluent Particle Size (in) 1/8 Homeowner Management Tasks Professional Management Tasks Check (listen, look) for leaks in toilets and dripping faucets. Effluent Screen - Check and clean per manufacturer Repair leaks promptly. I recommendations. Regularly check for wet or spongy soil around your soil treatment (Liquid levels -Check sludge/scum/effluent levels in all system area. Contact service provider if issues arise. Control burrowing tanks. Recommend if tank(s) should be pumped. Pump all animals (gophers, groundhogs, etc.) compartments every 36 months at a minimum. Keep bikes, vehicles, snowmobiles and other traffic off treatment Inspect tank inlet and outlet baffles (if applicable) area. I Check drainfleld effluent levels (if applicable) Alarms - Contact your service professional if any alarm signals. Lint Filter - check for lint buildup and clean when necessary. If you do not have one, add one after washing machine. Caps - Make sure that all caps and lids are intact and in place. Inspect for damaged caps often. Fix or replace damaged caps. Septic system mpbo m w em Verify pump and alarm system functions (if applicable) Inspect wiring for corrosion and function (if applicable) Clean drainfield laterals (if applicable) Check event counter/elapsed time meter and evaluate water usage rate compared to system design flow. Check dissolved oxygen and effluent temperature in tank. Check for surfacing of effluent or other signs of problems. Verify inspection pipes are capped and intact. Provide homeowner with list of management results and any action to be taken. System 6" fmm &Vf% Compaction, eto. (if applicable) _._ .......... .................__._...._._........_._........._._...._........_.._...__..._..._.__.._.............................._.............._.........................._.... ... ...... ...... _...... ._. _._._.............................. ............................. ....... ........... PIOWTS REGULATOR: ST Ctoix CounwZoning Of ee ADDRESS' 1101091miChsef RD, Suite 1", Hudson, M 54016 PHONE: (71S) 3864680 pano R START-UP & OPERA nUN Prior to system operation, check septic/pump tanks for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cells. If high concentrations are detected, have the contents of the tank removed by a licensed septic professional prior to use. System start-up shall not occur when soils are frozen at the infiltrative surface. During-power-outeM Pump tanks may fill above normal high water levels for system utilizing pumps. When power is restored, the excess wastewater will be discharged to the dispersal cell in one large dose potentially resulting in overloading of the cells. Backup or surface discharge of effluent may also result. To avoid this situation, it is highly recommended to have the contents of the pump tank removed by a licensed septic professional or have a septic professional manually dose the system to return the pump tank to normal operating levels prior to restoring power. Do not drive or park vehicles over any septic system components. Do not drive, park over, or otherwise disturb or compact the area within 15 feet downslope of any mound or at grade system or secondary septic system site. MAINTENANCE INSTRUCTIONS inspections of tanks and dispersal cells shall be made by an appropriately licensed individual or business. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum, and to check for any backup or ponding of effluent on the ground surface. Access openings used for service and assessment shall be sealed watertight upon completion of service activities. Any unsound/defective accesgooenings shall be replaced immediately. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. Ponding of effluent on the ground surface may indicate a failing condition that requires immediate attention by a licensed septic professional. Tanks must be pumped when sludge accumulation is within 12 inches of the bottom of the outlet baffle, or whenever the scum layer is within 3 inches of the bottom of the outlet baffle. In no case shall total sludge and scum volume occupy greater than 25% of the tank liquid capacity. The effluent fitter shall be cleaned as necessary to ensure proper operation. The filter should not be removed unless provisions are made to retain solids in the tank that may slough off the filter during removal. If the filter 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 and should be evaluated by a licensed septic professional. Pre-treatment components shall be maintained and serviced by a licensed septic professional according to the manufacturer's recommendations. CONTINGENCY PLANS If the septic tank, or any of it's components, become defective the tank or component shall be immediately repaired or replaced according to the original system design specifications. If a dosing tank, pump, pump controls, alarms, or related wiring becomes defective, they shall be immediately repaired or replaced with components of equal performance. If the sail treatment component fails to accept wastewater or discharges wastewater to the ground surface, it shall be repaired or replaced by, increasing basal area (if toe leakage occurs), rebuilding the component at the secondary system site (if identified), or removing and replacing biologically clogged absorption and dispersal media and associated piping, If repairs or rebuilding is not possible, a new soil and site evaluation must be performed to locate a suitable replacement area if one has not already been identified. If no replacement area is available, a holding tank may be installed as a last resort replacement POWTS. ABANDONMENT If the septic system fails and/or is permanently taken out of service, the system shall be abandoned according to SPS 382-384, Wisc. Admin. Code abandonment regulations. Requirements include. All piping to tanks shall be disconnected and abandoned pipe openings sealed. - The contents of all tanks shall be removed and disposed of by a licensed septic professional. - Tanks shall be crushed & filled, or removed. - A septic system abandonment notification shall be submitted to the appropriate local governmental unit. W'ARNING11 SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK. Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code Countv Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, ST Croix but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 040-1110-20-001 Please print all information. Reviewed by Date Personal information you provkie may be used for secondspurposes Priv Law, s. 15.04 1 m . Property Owner Property Location: Joe O'Malley Govt. Lot: SW T/4 SW T/4 S 27 T 28 N R 19 W Property Address Lot # Block # Subd. Name or CSM# 602 Mann Valley DR 01 CSM 27-6226 City State Zip Code Phone Number ❑ City ❑ Village N Town Nearest Road River Falls IWI 154022 I ( ( Troy ( Mann Valley DR ® New Construction Use: ® Residential/Number of bedrooms 0 Code derived design flow rate 100 GPD ❑ Replacement ❑ Public or commercial — Describe: 'Proposed bathroom addition to existing farm shop' Parent material Loess over sandy and gravelly outwash (Pillot sil) Floodplain elevation if applicable NA ft. General comments and recommendations: Recommend in -ground "conventional* benches at 48"-W depth with 0.6gpd/tt2 loading rate. LF = >104" (observation extent) F-1 Boring # ❑ Boring © Pit Ground surface elev.97•80 ft. Depth to limiting factor >106 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 "Eff#1 *Efi#2 1 0-18 10YR 2/2 - sil 1 msbk-1mpl mfr-mfi cw 2m-vf OAc 0.6 2 18-32 10YR 3/4 - sil 1%bk mfr-mfi gs 1m-vf 0.4c 0.6 3 32-39 10YR 3/6 - A 2fsbk mfr gs 1 m-vf 0.6 1.0 4 39-52 10YR 4/6 - Is Osg ml cw - 0.7a 0.6a 5 52-90 10YR 5/6 - Is-s Osg ml cw - 0.7a 1.6a 6 90-106 7.5YR 5/4 - s Osg ml - I - 0.6 1.0 -Horizon 6 in fil and horizo n 7 in B2 had 1-2" k continuous bands of 7 YR 4/4 I; loading rate for orizon reduced t reflect pote I for s14 water mov arnent. 2❑ Boring # ❑ Boring ® Pit Ground surface elev. 97.20 ft. Depth to limiting factor >104 in. Coil el nnlir�finn R... I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-10 10YR 2/2 - sil 1mgr dsh-dh gs 2f-vf 0.4c 0.6 2 10-19 10YR 2/2 - sil 1msbk dsh gs 1f-vf 0.4c 0.6 3 19-35 10YR 3/4 - I 1fabk dsh gs if--vf 0.4 0.6 4 35-41 10YR 3/6 - A 1 msbk mvfr gw - 0.4 0.7 5 41-58 10YR 4/6 - Is-s Osg ml cw - 0.7a 1.6a 6 58-85 10YR 5/6 - s Osg ml cw - 0.7a 1.6a 7 85-104 1 7.5YR 5/4 - s Osg ml - 1 - 1 0.6 1.0 ��,iI�T_'. �1 i�f d:t�l��i+�L7l/���,'.�T1 i=T�T��A�7i+�<�f:.f�,,T�l/��,lfl'_,1/•IR �1�1�<it�ti��7IFT.T.�LY�C�[/fir' .TI CST Name (Please Print) Signature CST Number Ryan Bechel (Advanced Environmental LLC.) ei't1330832 Address Date Evaluation Conducted Telephone Number W11932 560TH AVE, Prescott, W154021 08/29/23 (651) 327-0074 SBD-8330 (RO4/15) Pan. R F 3 Boring # Boring 97.40 >106 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Aodication Rate Horizon Depth In. Dominant Color Wnsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe •Eff#1 'Eff#2 1 0-10 10YR 212 - sit. 1 msbk 1 mpl dsh gs 2m-vf 0.4c 0.6 2 10-21 10YR 212 - sit. 2msbk dsh gs 2f-vf 0.6 0.8 3 21-32 10YR 3/4 - sil lmsbk dsh gs if--vf 0.4c 0.6 4 32-41 10YR 4/4 - 1 1msbk ds-dsh gs 1f-vf 0A 0.6 5 41-52 10YR 4/6 - Is-s Osg dl cw - 0.7a 1.6a 6 52-92 10YR 5/6 - s Osg ml cw - 0.7a 1.6a 4❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. 1 Snit. Andiratinn Rate I F5 ] Boring # Boring ❑ PR Ground surface elev. ft. Depth to limiting factor in. Snil Anniktatinn Rate Qu. Az. Condt color_ Gr. Sz. Sh. Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = BOD. > 30 5 220 mg/L and TSS > 30 5 150 mg/L Pano a Designer: Ryan Bache! Q 2023 Advanced Certified Soil Tester: 1330832 Environmental LLCADVANCED . Designer of Engineering Systems: D 2263-7 All rights reserved. po 'All property fines not drawn are >100ft from system' 20, 1 0' 40, \- Grain I bins I I DRIVEWAY a z I a u Proposed well location (approximate) 0 e■ (-) Benchmark 1 Soil Boring 1 r I I I I I I i ! r I ! I I I I i I 1 ! I I / I B3 `, emi j 97.40 GRAVEL PARKING CP l r 0% 1 ------------------------------------------ ------a 3' BM 1 = 100.00 -Top of service door sill 1.� 1 82 (� BM2 = 100,05 - Top of phone pedestal 97.2fl� �T - r-\_ R-o-w Shop grade N 99,80 1 edge Proposed B.S. exit elev. ;z� 97,00 I BM2 Aga n.n Ala -�Q00 i __F---------�---A-----MANPdVALLEY—DR---- SYSTEM MOTES Septic Tank: N : Pump Tank• Soil Tresttoent Aren: Remir"nd In-godnd'=yentiatal' hxr es a148'-W depth rah Ohgodit2 Iomog rar.e -DWh to reffirchu c �I 36" +obsarrabor elan[) CWDU(a 97.W Slope - P % Distribution: ready dls;r6utan ooss6le Welt Z Lu Ln 1J J LOCATION MAP (not to Bade) If SITE MANN VALLEY DR PREPARED FOR: Joe O'Malley Site Address: 502 Mann Valley DR RIVer Falls, Wl 54Q22 PID: 040-1110-20-001 5.277 Acres Legal: Lot 01 CSM 27-6226 SW 1/4 SW 1/4 S27 T28N R19W Town of Troy _;fled Statement Thle syetsm has boon designed and rroluotsd In oacordm with Staffs and Local codes. The moll tredtrwnt area mart rennoln pr'atectad from dwwrbanae and/or oompocidon before and after oonstruebon. NO VMrdRANTY IS MADE TKAi THS SMMM WLL CONTTNLE TO FUNCTION INQEFWFrELY, Syetem mustbe pmp" rrwintnined. Review your ystem-s mgndgenvent pion for info"Yiabon on prow cars and nnuotenonrx Scale: 1" s $Q' t date: 8129111 _ _ 5-F_ CRO IJNTY SANITARY SYSTEM Fire #: e Only OWNERSHIP/ADDRESS FORM v -t-d21ce o-,1 geared zfzazr 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 Joe O'Malley Mailing Address 602 Mann Valley DR city/State/Zip River Falls Wl 54022 Phone Number (required)715 760-2091 Email Address (required) JQ m 1 L i`10 I Parcel Identification Number 040- 110-20- 1 (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location SW i�4 SW ,/, Sec. 27 T 28 N R 19 W, Town of TROY Subdivision Plat: CSM 27-6226 Lot # 1 Certified Survey Map # Volume _ Page # Warranty Deed # (before 2006)Volume . Page # Number of bedrooms Spec house I] yes N no Lot lines identifiable ® yes ❑ no New Property Address (Staff Initials) OFFICE USE ONLY (Verification of new address required from Community Development Department for new constn)4 lion (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 715-245-4250 Fax cu wi. v 1101 Carmichael Road, Hudson, WI W16 .gv� Documail Number State Bar of Wisconsin Porn, I - 2003 WARRANTY DEED Document Nmne TIiIS DEED, made between Patrick D. O'Malley a/k/a Patrick David O'Malley, James F. O'Malley a/k/a _ James Francis O'Malley, Gerald T. O'Malley, ** and Joseph O'Malley ("Grantor," whether one or mare), ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, proCits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): The South 323 feet of the East 537 feet of the SE1/4 of the SE1/4 of Section 28 and the South 323 feet of the West 173.5 feet of the SW1/4 of the SW1/4 in Section 27, Townshiip 28 North, Range 19 West, Town of Troy, St. Croix County, Wisconsin **Keith T. O'Malley and Helen A• Van Grinsven i B 2 7 2 7 6 6 Tx:4223425 1005351 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI 12/12/2014 10:33 AM EXEMPT#: NA REC FEE: 30.00 TRANS FEE: 489.00 PAGES: 5 Area Namc and ltowrn Address iv���r 360 040-1110-20-000 Parcel Ident;ikation Number (I'IN) This is not homestead property. Oi)(is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: reservatsion, restrictions and easements of record, if any, and public highways, zoning and building regulations. Dated /� r',� �- H /D/ _ (SEAL) r'"Pa rick D. 0'Ma ley k/a / Patrick David O'Malley -- (SEAL) AUTHENTICATION ACKNOWLEDGMENT (SE AL) (SEAL) Signarure(s) STATE OF WISCONSIN ) ) ss. authenticated on COUNTY) Personally came before me cn �_ theabove-named, Patrick D. 0 MaHy a k a Paerzck Davie, O'Malley 11TLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the (If not, foregoing instrument and icicnowIedged the same. authorized by Wis. Stat. § 706.06) vcKY SPAEfH TlHS1NSTRUMGNT;)RAIT'[']iDBY UL � , `'�^ cT RY PUBLIC V. cue r _ I NSIN Michael H. Forecki Notary Public, Sate of wisconsilt My Commission (is permanera) (expires: ig,t ) Si it rtIl es may be Awilenticnted or Rdmowled ed both are not ncccssar 9- NOTES: TI11S IS A STANDARD F0101. AN1' A10DIF1CA'f!O\S70'1'11IS IrORA1.9HOGLD 13f CI EIUIN IDfNTIFIEll, 1VARItAN'IN DEED S x TL 13,1R OF IVISCONSt,N FORAM No. 1.21103 e type nxu7e below signawi0s. Cemmy EI I'rcmm Crm@ 41 Keller ,We,. N- Amory, W; 54DOI I'Irona (713I3775055 Ym (YMAI, hose Menk ProaocedwAn haFornl® by apLogiz 18070 Fifteen Mile Road. eraser, Michgan 40026 —V tPjqqm is 5 St. Croix County 1005351 Page 1 of 5 Scannable Document on Sep 26, 3_=11 36 11M.png - Gmail r 7 fiZ � ti\\ y . Page 1 of 2 https:Hmai l-attachment.googleusercontent.com/attachment/u101?vi ew=att&t... 9/27/2023 10 (Wisconsin Department of Safety add Professional Services Division of Industry Services w P 18 2023 SOIL EVALUATION REPORT C 5 — W2 3-2-Za In accordance with SPS 385, Ws. Adm. Code Countv Attach complete site plan on papgr_noi less than 8 112 x 11 inches in size. Plan must include. ST Croix but:notiimited to: vertical and h6dzoatbl reference point (BM), direction and percent slope. Parcel I D. scale or dimensions. north arrow, and location and distance to nearest road, 040-11 10-20-001 Please print all information. Reviewved by Dat J Personal information you provide may be used for secondary purposes PnvacY Law, s. 15.04 1 m 113e/?o2 Property Owner Property Location: Joe O'Malley Govt. Lot- SW '/, SW is S 27 T 28 N R 19 W Property Address Lot # Block # Subd. Name or CSM# 602 Mann Valley DR 01 CSM 27-6226 City State Zip Code Phone -Numbef ❑ City ❑ Village © Town Nearest Road River Falls WI 54022 1 1 t Troy Mann Valley DR ❑■ New Construction Use ❑■ Residential i Numberof bedrooms 0 Code derived design flow rate 100 GPD ❑ Replacement ❑ Public or commercial — Describe: Proposed bathroom addition to existing farm shop' Parent material Loess over sandy and gravelly outwash (Pillot sil) Floodplain elevation if applicable NA ft General comments and recommendations: Recommend in -ground "conventional" trenches at 48'40' depth with 0 6gpolft2 loading rate _F m a104" (observation extent) F Boring # l ❑ Boring 93 0 ■❑ Pit Ground surface elev 97.80 ft Depth to limiting factor >106 in Gt+ 1 I Rnil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az, Cont. Color Texture Structure Gr. Sz_ Sh. Consistence Boundary Roots GPDIFe 'Eff#1 "Eff#2 1 0-18 10YR 212 - sil imsbk-lmpl mfr-mfi cw 2m-vf 0.4c 0.6 2 18-32 10YR 3f4 - sil lfsbk mfr-mfi gs 1 m-vf 0.4c 0.6 3 32-39 10YR 316 - sl 2fsbk mfr gs 1 m-vf c.6 1.0 4 39-52 10YR 416 - Is Osg ml cw 0.7a 0.6a 5 52-90 1 10YR 516 - Is-s Osg ml cw 0.7a 1.6a 6 90-106 1 7.5YR 5I4 - s Osg ml - 0.6 1.0 'Horizon 6 in 1 and hariz 7 In B2 hac 1-2" t ck continuous bands of 7 5YR 414 Is- 1. loading rate ror In onion reduced tb reflect potent ?I Far slaw d water ma ment. F2 ] Boring # 43t ❑ Boring 9Pit Ground surface elev 97.20 ft�104 . Depth to limiting factor in.•a . Db,q gt., 4 Rnil Annhratinn. Ratp Horizon Depth In Dominant Color Munsell Redox Description Qu. Az. Cant. Color Texture Structure Gr Sz. Sh. Consistence Boundary Roots GPDIFt` -Eff#1 'Eff#2 1 0-10 10YR 212 - sl 1mgr dsh-dh gs 2f-vf 0.4c 0.6 2 10-19 10YR 212 - sil imsbk dsh gs 1f-vf 0.4c 0.6 3 19-35 10YR 314 - I lfabk dsh gs 1f-vf 0.4 0.6 4 35-41 10YR 316 - sl 1 msbk mvfr gw 0.4 0.7 5 41-58 10YR 416 - I8-5 Osg ml cw 0.7a 1.6a 6 56-85 10YR 516 - s Osg mil cw 0.7a 1.6a 7 85-104 7.5YR 514 - s Osg ml j - 0.6 1.0 Ft"i iPnt =1 = H( )1 ) 7 All C JJ(1 mnll anrf I tiff > to C 1 en mnll . Fffl,ant !!7 = RrIR [ Irl mnfl and t .�45 C 'in mnll CST Name (Please Print) JSignature CST Number Ryan Bechel (Advanced Environmental LLC.) 1330832 Address i Date Evaluation Conducted Telephone Number W 11932 560TH AVE, Prescott, WI 54021 108/29/23 (651) 327-0074 bHL)-6:3Jl} (N04115) r 3 Boring # ❑ Boring •C) ❑� Pit 52.'� Ground surface elev. 97.40 ft. Depth to limiting factor >106 in Cnil 1 dnnlir�}inn 1?�}c� Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-10 10YR 2/2 - sil 1 msbk-1 mpl dsh gs 2m-vf 0.4c 0.6 2 10-21 10YR 2/2 - sil 2msbk dsh gs 2f-vf 0.6 0.8 3 21-32 10YR 3/4 - sil 1msbk dsh gs If-vf 0.4c 0.6 4 32-41 10YR 4/4 - I 1 msbk ds-dsh gs 1 f-vf 0.4 0.6 5 41-52 10YR 4/6 - Is-s Osg di cw 0.7a 1.6a 6 52-92 10YR 5/6 - s Osg ml cw - 0.7a 1.6a 4❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil A— i—fi— Anlc Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 5❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. (,nil Annlinnfinn Pnt Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L Designer: Ryan Becher © 2023 Advanced `� C W property {rues not � Benchmark SYSTEM NOTES Certified Soil Tester: 1330832 Environmentai LLC ADVA 1 C E D drawn are >100ft from Septic Tank: Designer of Engineering Systems: D 2263-7 All rights reservers. system* Sail Boring iV SCALL 0. 40' , C I A I Grain I Pump lank: { Proposed well location I bins (approximate) � I i Soil Treatment .krea: DRIVEWAY � r� T n J n l-R&mfnT-end in-Tounr_'-wrven'i•araP le ,7es at 4A'•�C Q R 1 V E Y V AY l tleP[h ra 7.5gpd n7lCadmg ra'e i-0ep[h!r rg,inCtim+ 71104. ICGServdU�n C FARM SHOP ; ar[au=o,ac . I, l T , - Proposed r i l bathroom � 1 m addition / l 172 83 N♦, BM1 f Distribution: (, 97.40 s` !-Gravelya1t0erPcssible GRAVEL PARKING i 1 WeR CO 0% j � �---------------------------------- LOCATION MAP (not to ecnle) I � 33 \ � � ~ BM t = 100.00 - Top of service doorsill w B2 � 1 `�1�� BMA = 100.05 -Top of phone pedestal In it 97.20 t SITE I rt-Q-w Shop grade z 99.80 J edge 1 Proposed B.S. exit elev. z 97.00 MANN VALLEY DR BM2 [.• nra — V _ - nia� va Al2i PREPARED FOR: Co Joe O'Malley Site Address: 602 Mann Valley DR Rover Falls, WI 54022 �,/ PID: 040-1110-20-001 5.277 Acres — — — — — T — — — — — — — — — — —MANN VALL-L 1 � — — — — — — — — - — — — —LeyaL Lot 41 CSM 27-6226 SW 1/4 SW 1/4 — S27 T28N R19W Town of Troy Certified sea3temweL, nos system has [wen d"igrod and evduated in oocardance wiltr state qr,d Locd codes. The " treat wt ores must rernnin protected Aran diahubame wed/or wrnpocnon More —d after cm*n4-6m- Scare: 1" = 4p` Date: €11?9/J3 Ho W, rr is WOE WOE THAT THIS SY57M WU COPMNUE TO fu+CTM H)EITt�rtar system moat be prawiy maFd®ned R-1— your sy�terre'a r.onogenwt pion Tor mf—wti an proper care and mdnte ow ce. 0 Each Parcel shown on this map is subject to State, County and Township laws, rules and regulations 0 (i.e., wetlands, minimum lot size, access to parcel, etc.) w Before purchasing or developing any parcel contact the Cn UV `- St. Croix County Zoning Office and the Town of Troy for advice M w O W _—J 2158.53' LEGEND FOUND COUNTY SECTION CORNER MONUMENT AS NOTED ® FOUND 1"OUTSIDE DIAMETER IRON PIPE UIMF m T! KU L-,r°\KDD ---------_-_-- Et/4 CORNER w S89'48'54"E 493.38' SEC. 28, T28N, R19w N ALUM. MON'. a ® FOUND 1 1/4' OUTSIDE DIAMETER IRON PIPE SET 1" OUTSIDE DIAMETER BY 18" Q LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT ( ) PREVIOUSLY RECORDED AS N89'20'04"E 215.16' 33.00' T 460.38' e Note: This Certified Survey Map was prepared m co WISC I 'T to combine separate tax parcels into one and m I �.•- -• ' • O�iS1j I is exempt from review per Section 13.1 B. 3. F� DOUGLAS J. ••,2 I a.3) of the St. Croix County Land Division SHED Go% I� Ordinance, Section 135 4 B. of the Town of 7AHLER i I.:S Troy land subdivision ordinance and Section : S-2145 L7 `GE9 236.45 (2) (a) (a) of the Wisconsin Statutes. IDS N, o I0 Ir*+ I o N LOT 1 •'��' vE, Cn j I m j m TOTAL AREA: HOUSE a a r �SO o rn I� I� O 229,878 SO. FT. (5.277AC.) C� I o EXCLUDING R-O-W AREA: ( N N N I 193,719 SO. FT (4.516 AC.) .m m m n CD M s � m z I M Z'z ! { Ico E ( Z N89°48'54'W 463.52' I * 389'20'04'W 217.73' n ------------------ SE/SE,SEC .28,T28N,R19W ==MM w 2421.07' S 1!4 CORNER N89'48'54'W 496.88' tO _ SE CORNER "•.... S89'20'04'W 218.02' .D SEC. 28, T28N, Ri9\N...................... 589'48'54"E ............................ �.. SEC. 28, T28N, R19W •....... N89'20'04" E ............ ......... 0 o' --91 Ui>7..M4t`L------------�---- 2655.41_ ......... ---------------ALUM_MON. —_— ....... c 2639.09' `a Mr�P 7 7 ED L.A\H,Ua Ez J 0 0 N � _ Z�An An PREPARED PREPARED FOR: SURVEYOR: THE EAST LINE of THE A JOE O'MALI. EY DOUGLAS J. ZAHLER SEt/4 OF SECTION 28 BEARS 228 SYLVA STREEI S & N LAND SURVEYING S00`18'34'W BASED UPON SCALE. 1 = s0' RIVER FALLS WI 54022 2920 ENLOE St. SHE. 101 THE ST CROIX COUNTY HUDSON, WI 54016 COORDINATE SYSTEM 80' 40 0 80' 0 • A M C- ANINm-�IM M a O nA<n(AM ,I) Gi �"mNm Ail O �m m C v'0J 0M= W O X v N M2,;a TW N N9 N •• <';a 01,tn N N N<"m- M-101 c 0 V g Im o v D 3 A � v fi4M �P &UlLt,10G, �• CRa ix -COUNTY NO. STATE SANITARY PERMIT cNN ma" pl`. r L___�J`RA NQv_'_'R/_RFN`WAL PREVIOUS NO. OWNER -S�6PO b MAU-EY R f i sguBA611—■` TOWN O(� i mum '/ :� w 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. IAmu L AUTHORIZED ISSUING OFFICER — DATE 30/aM.) THIS PERMIT EXPIRES "127 L?.o2S- SBD-06499 (R11/20)