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HomeMy WebLinkAbout040-1303-00-069 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 572888 0 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Oeverin Homes LLC aka Oeverin Pro ertie Troy, Town of 040-1303-00-069 CST BM Elev: Insp. B~ v: BM Description: Section/Town/Range/Map No: 22.28.19.1804 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Z Benchmark oft_ -1-4 el /l...~ / 456 Z . 7 /e Z .-7 /ab Dosing -of Alt. BM A"aUon L-1 Bldg. Sewer . ~~i i S 9 7Z Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO So JP/l, WELL BLDG. Vent I Air Intake ROAD Dt Inlet Septic 3 g Dt Bottom /Z. 3 9b y Dosing Header/Man. Z Aeration ~J Dist. Pipe ~d2S . lp Z-1 Holding Bot. System Z.V PUMP/SIPHON INFORMATION Final Grade Manufacturer G~ Demand St Cover / GPM , 6 Model Number 15z- ~ow~our ~'•5 TDH Lift, Z ~6- Frictio1nSystem Head, , w TD) ~Ft Forcemain Length Dia. it Dist. to well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. O ren s PIT DIMENSIONS No. Of Pits Inside Dial jl-iqui Depth DIMENSIONS g -15, 1 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: J_ J INFORMATION Type Q3 CHAMBER OR ` UNIT Model Number: DISTRIBUTION SYSTEM Header/Ma~niifold It Distribution /(Z x Hole Size x Hole Spaciintg ii V ir I ke Length -7 ' Dia Z L ngth -7,7 Dia Z Spacing 31/' ,r z 2 T g~- S OIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of Seeded/Sodded Mulched Bed/Trench Center / Y Bedrrrench Edges Topsoil 1 xx Yes 0 No es No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1 / 16 / Inspection #2: Location: 241 Walnut Hill Way Hudson, WI 54016 (SE 1/4 SE 1/4 22 T28N R19W) Walnut Hi arm aka- The ribute o Parcel No: 22.28.19.1804 1.) Alt BM Description = r '44^ GaJr.~ 2.) Bldg sewer length -amount of cover Plan revision Required? Yes No /b /5 - J Use other side for additional information. v i - SBD-6710 (R.3/97) Date fj1nsepct0r ignatur Cert. No. ounty i Safety and Buildings Division !~Sa7njiary 201 W. Washington Ave., P.O. Box 7182 Permit Number (to be filled in by Co ) Madison, W1 53707-7162 I CO 1~f d C"~ tis„ ~1 State Transaction Number I ,~~,9te"+ ty1~ anitary Permit Appli On .5 Z /0273 ! In accordance with SPS 383211(2), Wis. Adm Code, submission of this form to the appropriate gvvetnrrrenial unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POVTTS are submitted to Project Address (if different than mailing address4q the Department of Safety and professional Servies. Personal S information you provide may be used for secondary purposes in accordance with the Privacv Law, s. 15.44(1)(m), Ja Cl I 1. A lication Imation -Please Print All Information Property end In nfor l f( b a 13 03 a- b V 1 I Property Location L~OLI Pro arty Owners Maitutg Addres Y1 C. t 72- C 1 ~ Section City, State J Zip Code Phone Number ircie o t# , U. ype of Building (check all that apply / Subdivision Name t' j.2 Family Dwelling -Number of Bedrooms f„ C~ v to I Cs- 1 ❑ PubliclCommercial - Describe tise l~ ❑ City of CSM Number ❑ Village of. 11 State Owned -Describe Use O Town of l 1 X III. Type of Permit: (Check only one box on line A. Complete line B if applicable) r Other Modification to Existing System (explain) System ❑ Replacement System ❑ Treatment/Holding Tank Replacement (hilt' R. List Previous Permit Number and Date Issued cr ❑ Permit Renewal ai ~ ❑ Permit Revision ❑ Change of Plumber PeTni to New I Owner I Before Expiration ~ • , W Type ofPOWTS System/Component/Device: (Check all that apph) ❑ Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑Nott-Pressurized In-Ground El Pressurized In-Ground At-Grade j ;L., Holding Tank 11 Other Dispersal Component (explain) Pretreatment Device (explain) V. Dis rsal/Tre ment Area Information: Dispersal Area Re (sf) Dispersal Area op sad (si) System Elevation Design Flow (gpd) Design Soil Appiicatidn R dsf) DiSpe 00 Q u ' R VI. Tank Info Capacity in Total # of Manufa rer I I V s Gallons Gallons Units W ~~J Q ~I J p d J ' ✓ v ✓ - New Tanks Existing Tanks ` ,Jl ay i r-1 ~ 1 Septic or Holding Taal: I Dosing Chamber 63 / - VII. Responsibility Statement- 1, the undersigned, ass responsibility for installation of the POWTSPnovw~n o the attached plans. Phone Number RS Number Business Plumber's Name (Print) Plumber ignature r S L, -F, i l 7,-Z47I ?i~ -a Plumber's Address (Street, ( ity. State, Zip Code) VIII. CountviDe artment Use Only ~ Permit FL~e~je Date Issued rssuinc Agen -111 Approved s rov $ ~Z✓• DD 3 31 Zbl" eason or ertial op w IX. Condit1°rg abRq**fiI s isipprovai V 'r oQQw '1 a,~ J dispersal cell must be s i d./ maintained r a> por I' t)~" ,Pitt plan provided by plumber. r l p 11A.Q (A~1 fl Conk 1 f n S ,~nrUV w" C 2. All sr { rc:n;'MS must be maintained 01) as per applicable codeiurdinances. Attacb to complete plaas for the system and submit to the County only on paper DOt le ~t!a~ s 1 in sin ' S lY. SBD-6398 (R- I1/11) PLOT PLAN PROJECT Overina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond W 54017 S"E 1/4 SE 1/4s 22 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 100.0' 1.4' lift sand DATE 3/12/15 BEDROOM 4 CONVENTIONAL IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND )00( SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ASORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of 1/2' steel conduit ASSUME ELEVATION 100' Filter BEAR Filter ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark All piping shall be SDR 30/34, within 10' Scale = 1/4'1 _ 10' of tank, piping shall be Schedule 40. B.M. 97 98' 9$.699' B-1 1 Acre Lot e[I is to meet al I Grading is to be done to DNR setbacks divert run-off away from syste m B-3 Huffcutt Combo Tank 5% Slope B-2 Pro 4 Area 15' below Bedroom system is to remain House undisturbed CO Tank is to be properly bedded P and provided with Scale _ 1/4 „ _ 101 lockdown covers with approved warning labels Wal I nut Hi I I Way SHAUN R BIRD Page 2 3/20/2015 is of a type conforming to the standards or specifications of chs. SPS 382 and 383 and this chapter and ch. 145, Stars. • Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making 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, Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Patricia L Shandorf Please Include a Copy With Your POWTS Plan Reviewer, Division of Industry Services Payment Submittal. (715) 634-7810, Fax: (715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. WiSMART code: 7633 pat.shandorf@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm o~rnxTSrF~ DIVISION OF INDUSTRY SERVICES o~~/ Ton 10541 N RANCH ROAD HAYWARD WI 54843 9 l` 3 f D S Contact Through Relay http://dsps.wi.gov/programs/industry-services P vy www.wisconsin.gov °FbssroNScott Walker, Governor Dave Ross, Secretary March 20, 2015 CUST ID No. 226900 ATTN.• POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL 2521273 Numbers PLAN APPROVAL EXPIRES: 03/20/2017 Transaction ID Identification No. . 2521273 SITE: Site ID No. 810920 Oevering Homes Please refer to both identification numbers, 241 Walnut Hill Way above, in all correspondence with the agency. Town of Troy St Croix County SE1/4, SETA, S22, T28N, R19W FOR: Description: Mound, 4 br res Object Type: POWTS Component Manual Regulated Object ID No.: 1528135 Maintenance required; 600 GPD Flow rate; 20 in Soil minimum depth to limiting factor from original grade; System(s)CONDI Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - APP Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter DEPT OF The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes PROFESSIO and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constrA'VISION OF IN 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 person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.1 5.06, SEE COR^ stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of SPS 384.10. No fixture, appliance, appurtenance, material, device or product may be sold for use in a plumbing system or may be installed in a plumbing system, unless it + Cover Page Shaun Bird PECEfv .t-) Bird Plumbing Inc. MAR 16 2015 1432 120th St. INDUSTRY SERVIC!", New Richmond Wi 54017 715-246-4516 Date: 3/ 12/15 Owner:Oevering Homes Location: SE1/4 SE1/4 S22 T28 N,R19W 241 Walnut Hill Way Troy Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page "ZONALLY 2. Mound Plot Plan ROVED 3. Mound Cross Section SAFETY AND 4. Pipe Cross Section/Pipe Layout 'JAL SERVICES )USTRY SERVICES 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan ~sPONDEN 9-11. Soil test 12. Filter Specifications d cross section L--7 ~3 Shaun Bird Signature License numb 6900 i PLOT PLAN PROJECT Overina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SE 1/4 SE 1/4S 22 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 100.0' 1.4' lift sand 3/12/15 4 DATE BEDROOM CONVENTIONAL IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 A SORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of 1/2' steel conduit ASSUME ELEVATION 100' Filter BEAR Filter ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark All piping shall be SDR 30/34, within 10' Scale _ 1/4" 10 of tank, piping shall be Schedule 40. B N .M.* 97 98'98.6' 9' B_1 1 Acre Lot Wel I is to meet all Grading is to be done to WDNR setbacks divert run-off away from syste m B-3 Huffcutt Combo Tank 5% Slope B-2 Pro 4 Area 15' below Bedroom system is to remain House undisturbed Tank is to be properly bedded and provided with „ 10, C~ - lockdown covers with approved warning labels We[ I nut Hi I I Way Mound System Cross Section and Plan View - Dimension Feet f B I ' D - i I ' i r L 1 1 1 1 1 1 L r J J Y : J : r r 'y Jyt •:f~l:? I ' J tf 1 Fr1f J r rYr11r r r r J r 1rY .~/~'`~M1/[•; ' ~ ! (/J/\-_•`l r J 1J1•;:1 1.1.1••.•1•L•L~ •Y•+ Y r•r•F•r•r~J•r f•l r J•1 r r f "'•"~.rjt:f1ftifhf A ' Y r:r1 1r1 Y tiLJ1r r1r r JyJL J r F J1J .r.J.rY{;ry_•?•?;?:?.J•r.J. r : r : I J •r'?Y?1J J r1r Lr r tijlf 1 Lr r.JtiJ I J :f F Frti ~.__~i I rr=}:J J ::F I c ---H--___ /0 1 I 1 /F 0_ i J L ~ 5- -1 Z K Slo e % I L Clean aggregate = 4 in. sch. 40 pvc 33 I _ 1 =Topsoil D =sand ti AST ~ll AC- Ca : to 2 in. dia. 0 observation pipe i I Cap Material Geotextile G H - __---H Fabric F 'fit'' ~ l' a,.'~`y. J LL~~I ."C~..'~ ~ ~ti\~ 7'S.".1 i . , i •~~'~-Plowed Surface Ft Contour Slope Direction i_♦ GENERAL INSTALLATION: The mound area is staked out along h pde id with aour. E isti or vegetation is inowed and raked off the site. The mound basal area (.1, x W) is o moldboard chisel plow. Plowing may not proceed if the soil is wet enough tithe plow pt to forma 1/4dnimmed ch soil te e when a sample is rolled between the palms of the hands. AS TM n~~a after plowing. Sand is placed with a tracked machine keeping 12 or more nch ss of sand under the oaekto or is placed overhead by a backhoe. Special care must be use h placing thickness to minimize compaction of the plowed surface. After the topsoil cap the entire is sees seeded and mulched to p1Oh ote lower 6 inches and secur din place with rebar or a closet flange. observation pipes are slotted in 10/07lgj Page of Pressure Lateral Layout Two Laterals - End Manifold 4-- Threaded ` C'Ieanout Lateral Turn-up - Plug Manifold _ R I I - - Long Force Main Sweep 90 Bend llistribution Network~ectfications Pressure System Construction Lateral Diameter Z- [n. Manifold Diameter 111_ Laterals are constructed of Schedule pit) PVC In. i e. Orifices are drilled perpendicular to Orifice Diameter PP K Orifice Spacing) 1 In. I the pipe with a sharp drill hit and face down. Ft. I:ateral turn-ups terminate with a threaded L {Lateral Len th) _ cleanotut plug and are enclosed in a 6-8 inch M Manifold Len th) ( diameter lawn sprinkler valve box accessible Force Main Diameter rrom finished grade. _ force Main Length i; - ~t_-_ Grade 6-8 Inch Lawn Sprinkler Valve Box Page of t)3/0? 1gj Septic-Dose Tank Cross Section And Pump Performance Specifications Pomp Manufacturer lank Manufacturer pip Model Number i - Tank Model Number -7 Alarm Manufacturer l-! Capacity ' arm Model Number - Tank Al Total 4 Max. Bury Depth Switch Type ' r TOW narruc Head Feet Filter Manufacturer Elevation Head Filter Model Number Distal Pressure Network Loss Performance Required Force Main Loss Minimum Pump ' q Ft TDH Total ` GPNI I Manhole Min. 4" Above Grade Outlet Manhole Min. 4" Above Grade With With Locking Device Locking Device. Inlet Manhole Securely Mounted < 6" Below Grade Sealed Watertight Weer-proof - -i. Junction Box r Finished Grade Vent Min. IT' Disconnect Above Grade Means With Vent Cap Outlet Filter i _ _ _ _ _ - Inlet Baffle Wet X r Weep and Reserve Capacity • Hole Switch Settings Tank Volume GPI B Inches Volume Gal. Dimension ; C A Off Elevation (reserve) B 2 Ft Bottom Elevation (dose) C D (dead) D :y...: Total ; • ; ; ' ~ 't' Y;>~~~>~ +•,t ; { `y'y' 'l~>;:} > 1 ;y1 f•{•{•iy 6y::f.;a { i t the accordance with bedded and back filled i •~,"TION: The septic/dose tank is as species by the manufacturer may not ~E~'INST val specifications. Maximum deed' of behave an effective locking device (padlock) manufacturer's product appro sed to grade with watertight fittings, and r approval. Manhole covers expo ected to the tank the tank be exceeded without P"( roved material, cone 40 PVC to bridle et is of approved The force main is sleeved with 4 h 1b.2. installed. Piping at the wlet and outl Comm laid on stable soil to prevent stag or saggitng- Electrical service complies with NEC 300 and excavation and the sleeve is sealed waxertigh Page of 02105 U I L v LU d 101 40 1 t. R. S r - p _ - - ----1 • 1/, 1; s _ .il CONSULT FACTORY FOR SPECIAL APPLICATIONS Timed dosing panels available. supplied will Electrical alternators, for duplex systems, pare avai;abia an~~ an alarm. for oiling singe ph<se variable level control switches are av&I e _ systems. , • Double piggyback variabte level float swltcnes are 'a~raiiabie ter variace - level long and short cycle controls. Sealed QwiK-Box available fcr outdoor ins al' tons Seer t= • Over 3CuF. (54°C.) special quotation rea,,a'f. W. _ r - r.. 1521153 Series control Selection-; - t~ _152N53 - Du ex -MODE 5 ; SimF ex,. P r , t srczoe+ ~ Volts Ph a-5 rt - c t - Model i Mode rJ152 115 Nor 85 ~ncaeii Auto -.r - FBN1522! I's 230 Non -T- 43 4 E 52 43 e - Non SELECTION GUIDE Pc152 i 230 4~IG 3 N153 variable level float t: o l 10.5 - back i Auto 10.5 c' ~99YOac a Sole leae! flaw switch or double P99Y BN153i_'15 Non C153 236 tJ d~~4 r 1. mc'u -Pak e1- ~6E1531 230 ,'tutu Cr !cure ~ model of Electrical Atemator E e -f eaf'1 duple)", 3 p CAUTION a Qualif ed u v ar!aD d'eVBi C ii v'. Swlich 1iD-0«S used a5 a c0n1r01 acllva;0(, Sp All installat on of controls, protection devices and wiring should be done d including iowtd Sysle,licensed electrician, All at;&ca the code shoal Safety land Health pct OSHA)05 recent National ElecVic Code k NEC) and RESERVE POWERED DESIGN zcelier pump. is ergireerea into he Uesg: of eve,y For unusual CCrld+rors a reserve safettr factor MAIL TO: 6347 da fac;uersor - ~ ~ ? 1.L I l G I, ~ d ~ ✓V /pry SHIP TO 164+ o 'vai' a ~h'Cf /J✓~A., l jjuausr Punta 17 7 ant :SG eC http.ilwww.Zoeiler.com T - - Y 0 Cop`; i~Gt [ U~ He Page of 1 POWTS OWNER'S MANUAL & MANAGEMENT PLAN SYSTEM SPECIFICATIONS FILE INFORMATION Septic Tank Capacity lorS~ al NA Sepik Tank Manufacturer EPeff:n wr P ' ` NA t # N A Effluent Fitter Manufacturer ❑ DESIGN PARAMETERS ❑ NA Effluent Filter Model O NA Number of Bedrooms gat 0 NA Number of Commercial Units Pump Tank Capacity t af/da Pump Tank Manufacturer Estimated flow (average) ❑ NA (Estimated x 1.5) C~ aVda Pump Manufacturer Design flow (peak), ~ alld ~ Pump Model v1✓f-->~Z--° O NA Soil Application Rate Monthly average` Pretreatment Unit C1 Peat Filter Influenf/Effluent Quality ❑ Sand/Gravel Filter Fats, Oil & Grease (FOG) 530 mg/L p Mechanical Aeration ❑ Wetland Biochemical oxygen Demand (SODS) 5220 mg/L ❑ Disinfection ❑ Other. Total Suspended Solids (TSS) 5150 m /L Manufacturer Pretreated Effluent Quality O NA Monthly average" Dispersal Cell(s) ❑ In-ground (pressurized) 530 mg1L ❑ in-ground (gravity) Biochemical Oxygen Demand (t30D5) ❑ At-grade ound Total Suspended Solids JSS) 530 mg1L ❑ O er. Fecal Coliform (geometric mean) 5104 cfu/100m1 ❑ Dri ine Y inch diameter Values typical for domP.SUC (non-commerclaQ wastewater and Maximum Effluent Partite Sue a septic tank effluent. Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Frequency Service Event ear(s) (Maximum 3 yrs.) Inspect condition of tank(s) At least once every ❑ month of tank volume Pump out contents of tank(s) When combined sludge and scum equals one-third (Y,) ❑ month ear(s) (Maximum 3 yrs.) At least once every Inspect dispersal cell(s) ~ ❑ months ear(s) At least once every Clean effluent filter ❑ months ar(s) ❑ NA Inspect pump, pump controls 8 alarm At least once every At least once every ' O months y r(s) ❑ NA Flush laterals and pressure test months ❑ year(s) ❑ NA otlter At least once every At least once every ❑ months ❑ year(s) ❑ NA MAINTENANCE INSTRUCTIONS the following licenses or Inspections of tanks and dispersal cells shall be made by an Individual carrying one POWTS Maintainer, Septage certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector of f back u of the any identify s) to miss Servicing Operator. Tank inspections musk include tthe va visual olume of ~mbined sludge a(nd scum and to checktfo anyroken up hardware, identify any cracks or leaks, measure the effluent levels or ponding of effluent on the ground surface. The dispersal cetl(s) shall round surface inspec ted The t to ocheck of effluent on the in the observation pipes and to check for any ponding of effluent on the g ground surface may indicate a failing condition and requires the Immediate notification of the o f regulatory y umenty. third (Y,) or more tank When the combined accumulation of sludge and scum i ea Servicing tank equals eator~and disposed of in accordance with ch. NR entire contents of the tank shall be removed by a Septag P 113, Wisconsin Administrative Code. retreat ment components, and any The servicing of effluent filters, mechanical or pressurized POWTS components, p other maintenance or monitoring at Aervais of 12 months or less shall be performedcompletion a certified a yOserv ce event- A service report shall be provided to the local regulatory authority within 10 y START START UP AND OPERATION r the For new construction, prior to use of the POWTS check tr damage the tank(s) fo a cell(s) nceIf of high aintin conceng of ducts aor other dispe. chemicals that may impede the treatment process and/ 9 th detected have the contents of the tank(s) removed by a septage servicing operator prior to use. for the presence of painting products or other chemicals th( It Page Of START UP AND OPERATION use of the POWTS (,heck treatment tank(s) for to rsal cell(s). It high concentrations are detected have the contents of thiA For new construction, pr process andlor damage the dispe may impede the treatme to servicing operator prior to use. tank(s) remove' by a Sep 9 power is restored the excess waste eatofre~Uent tfiltrativ evelse Wsurface hen in the backup or surface disahar9 Wer to tide System start up shall not occur when soil conditions areroa~ hl9 the tanks may 4i44 above no result During power outages pump the cell(s) and may Servicing Operator prior to restoring o the pump controls to restore normal lave tank removed by a Sel operating discharged to the dispersal cell(s) in one large doss, overloading To avoid this situation have the contents of the pump effluent pump or contact a Plumber or POINTS Maintainer i ner to assist in manually or otherwise disturb or compact, the area within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or par over, life of the POW T-3: 15 feet down slope of any mound or at-grade soil absorption area Im ove the performance and prolong the the wastewater stream may Pr diapers; disinfectants; fat fo aroducNs Reduction or elimination of the following from medicatlons; oil; painting wipes; cigarette buffs; condoms; cotton swabs; degreasers; dental ss; peelings; ; grease; herbicides; meat scraps; antibiotics; baby gasoline (sump pump) water; fruit and vegetable roe 1 pesticides; sanitary napkins: tampons; and water softener brine. steps shall be taken to insure that the system is p p rS Y When the pOWTS fails and/or permanently taken out of service the fol owing ABANDONMENT is ance with chapter Comm 83.33, Wig°nsrn Administrative Code: and safety abandoned in compH e openings Sealed, • All piping to tanks and pits shall be disconnected and the abandoned pip Septage Servicing operator- • The contents of all tanks and pits shall be removed and property disposed of by a oe excavated and removed or their covers removed and the void space filled with stall, • After pumping, all tanks and pits shall gravel or another inert solid material: CONTINGENCY PLAN aired the following measures have been, or must be taken, to provide a code complilint if the POWTS fails and cannot be rep replacementsystem: replacement soil absorption system. n by required ❑ A suitable replacement area has been evaluated and may be utilized for the , oteCt the replacement area will result in thfuine`'e f The replacement area should be protectedrom do s a d a Its dFai u ea o'pr and should not be infringed upo Ih the s must comply iReplacement system setbacks from existing and proposed structure, for a new soil and site evaluation to establish a suitable replacement aarea. eBarring advances in POWTS technology effect at that time. ❑ A suitable replacement area is not available due to setback and/or soli limitations. holding tank may be installed as a last resort to replace the failed POWTS. on failure of the POWTS a soil and site evaiualio ,the site has not been evaluated to identify a suitable replacement area. Up - o locate a suitable replacement area. if no replacement area i s available a holding tank may be installed a must be performed It last resort to replace the failed POWTS. removal of the biomat at the infiitraIN n place ou and at-grade soil ch systems systems must comply with the rulesi in effect atithat ti nP• su ace, Reconstructions of of su RESCUE O-- INSUFFICIENT SEPTICNG" TANKS MAY CONTAIN LEI. CUMSTANCES, DEATH MAY RESULTYGEN. SEPTIC, PUMP AND OTHER TREATMENT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY Gi PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. - ADDITIONAL COMMENTS - POWTS MAINTAINER POWTS INSTALLER Name ~_rr_4fr f Name Phone j /.S~' le-17 LOCAL REGULATORY AUTHORITY SEPTAGE SERVICING OPERATOR PUMPER Name Name _ t - . Phone Phone 2 Wis<:onsm Administrative Code. This document was drafted in compliance with chapter SPS 383.22(2)(b)(~)(d)&(f) and 383.54(1), O (3) 3 SOIL EVALUATION REPORT P"QB / a- DtvlNon ott?etatra"d eWar~ in aooo,*vm %v a, Conan as. vft. Adm. Code c1w 5T." Gleo/ 1- W Nt. Attach a 04*te 5" plan on ~ a„n n 119 it t t Yrl+es>n size. Plan must 140 L`NOIti1 Cr- b i1cA,de. but not &rAed b: vi Date pwCwA,We,woe.acne EROSION CONTROL PLAN must be coed by pi completed before sanitary permit issuance hnmeeYdnnnecnraorw" ,~oetia~t O Dow TODD P'°parb~ of 5S -41- a N R /f / iWW PP 83 ERs refl •i-' % Aii H~ ~ Lot to s T 'h Lot N Nock 6 Stt6d Nana Or CSARO 1c tail Fi4~'~t Mdft t°5 ` t" v e (v~ wAL^Vor TIN ❑ Tvmege taTam N,a,est Rived so sN o E R U~ 0 6100: KT5 MN 55074 t l,51198 tog R0y mo D ~ 0'a t3PD ~t CA N,w Conafruotlon uw al dw" 1 Numtw d bedrooms Code &nved deep JIM ral0 h /oESS o y.Gt, O,(,~,, cn fi l! S Flood PWn develb+ A aPP~ ~1 s1- v Svf•rA6 L- 4- /yov vD S 5 V5r2uo. aS,•N 6-° n SA'v1? •ff l ( S,s s, r softi to Gtoardeutaoeelev. ~'!0~ DOObkn"taaor Zs in. sa ttat. k C°t t°"ce t3outderr 'H.+ ' tiw on DWM Darriwtt rtedox DeaotyAiat Tezhn or. S Raab ned OIL Sz. 'am Oak( Mt W 3 f y <o ~ 0.10 10YR/ G. / s K /f •S u, z .1 / s/L sh , S zs /o a . S G 2 ~•t c/ s~ ~ o ye (,<z- s~! Z r~ 1q, s• ~ a ee*o• IS a eit Gmundeorfaaebv. /0fL Depth bY to+e in. Sd GPM Reis h p D Ts~ae Sntrkre C.~a+m Bounfty Roota . F es" Depth DoI Gr. SL W. h Mt" ausz carttcaor y,y,661~ Gt' GCtJ 3 S N t.1 /d ' G $ Z ell - /-Y 2& s R •pRuwda -WO ~30mplLwwTSS530 • EAtrw+t III . BW > 30 <22D myl a~ TS5 >30 S' L 11 N°m0 tP1°"0 P''"0 Q •'ld LB R t G t,T- ttutwr Dees Evs~ coM►+~ T.rPf w»3'1A1 Z- - Ad*ow Ulbricht & Assgciates 7t S• 7?.k. I A Con 2812 10th Ave. Spring Valley, WI 54767 R30 t F PINS fvk 4PARox . ~ y0_A S oy0 1,085. 50 . alo O y0 . io oar dyp . lot( • 2.0- 0 oya /8G GD aaa o yo . io gG • 70 tea oaa O ,YO - /08h - F49. G~q~cvu r' ffi// ~i1~i M • . • TO©t~ I3 JE R STEDT- Z 3 P(OPOiyQaater Pet et o 1F Ga POIR d_ -1 fttvv D some S-SS. F3 G>,otmdwtaceaiev.7 7, 1 ft, t>epet w *ram tar 2 o kL Rate lbttsort Depth Doematw Ftedw Dew"on Textue Skuarae Consistence Botttdary Rom taP011E In. MM MA Qtu SL Cont Color or. SL Sh. tt ' o` /o Ye 31 L /fshe ti w f • 4 • 15 1SQL 2 d K G 5 Yet 2A.- Xx AvA -.5 ~Fa3fMd rS P6L IICSJ)t e , z 7A 7/ tl I ❑ F~oeF„° u D D Pit C-wwwiacetitev: ti Depth to b*V War it. soi Raga Ftorizott Depth Do"not Fte ox Dew"m Twit m Stritckxe Cortddetoe Boundary Roofs CiPORF ire Mtaaee Qu Sz Cont. COW Qr. St. Sh. 71 ❑ pit t7tasdwfaoeelev. 4 Depth to faUOr in ❑ Sol Rees kxbat DOM DdrsnaM Ckx PId=Otwupeon. Texaae, corabbtme emwx ay fioeft Gptw 6t. Passes Qu. SL Cat Color . SL Sh. 'E~Iti 'Elw2 ~ # ❑ (irotatdtnateceelev.It. DeghInImi fedar In. Sol Rds' FFOdsen DRM Datttlnat ftWM Ted" Strum" Consistence eatatdary moos im afflo l Qu. Sz Caw. Qr. St. Sh. '9lH 'Fl6R i 'EflluarwSi=MO. 30<220"Q&*WTSS>305 MPq& 'E*mt#2=BW*<30mot. andTSS:30mot The Department of Commerce is an equal opportunity service provider and employer. Wyou aced assistance to access services or need tnateriai in an alternate format, please contact the depaMnW at 608-266-3151 or TTY 609-2644777. moanota,wf PLOT PLAN WALNUT HILLS FARM. LOT # Pg. 3 of 3 a = Contour elevation lines. • = Backhoe Soil pits. Q = Benchmarks set, maRRED WITH FLAGGED conduit pipes. lathes. 1/2~~ steel t / 7) `01 4 QT SCALE: 1" _ -20 F1 G/4'~S AT DoT CORN~ns Q No. l,01r i- '0 X14# 3, GOT ` ~ ~ GoT ~o qo s qa I ' 2 99.0` { D q~ 501fC57-h7V uv;WI(l y9.io STED /~IoU.Uv SYST. Gvi~'l~, ~CO ,v s~tio fr ~ I /oo, yy ' ~b JILTER CARTRIDGE INSTRUCTIONS Installation s STEP 1 Dry fit the fitter case onto the end of the outlet pipe `c r su t it centered under the access opening. If not, then either insert more PZ' Into the w tank through the outlet or solvent weld glue add itlonat a'1pe into the outlet pipe STEP 2 While the case is still dry fitted on the outlet pipe, measure the length of 314-inch pipe needed to brace the filter to the tank eall if Ltiutilig the optional supplemental side support. If side support proceed to step four. STEP 3 For installations utilizing the opt,onai supplemental side support: r,. solvent weld the 3,4-inch pipe onto the filter case. If side support method is not utilized, proceed to step four. STEP 4 Solvent weld the filter case onto the outlet pipe. Insert the filter :p. cartridge into the case, pressing down until the filter locks into the bottom of the case. STEP 5 If a VRS switch is utilized: insert into the filter and lock by turning clockwise 901. Maintenance 1. The effluent filter should be cleaned every time the septic tank is serviced. 21. Open the outlet access opening to inspect the tank and filter. 4 - Pump the septic tank completely, making sure to remove the sludge layer on the bottom of the tank and not just the scum and effluent. 4. Once the effluent level has been lowered below the invert of the outlet pipe, firmly pull up on the filter handle to dislodge the cartridge from the case. 5. Slide the cartridge up and out of the case for cleaning. 6. If a VRS switch connected to an alarm is present, the switch should be removed by turning counterclockwise 900 and cleaned; «a with water only. ' 7. While holding the cartridge on its side (large flat surface facing down) over the access opening, rinse off the cartridge with water only, making sure all septage material is rinsed back into the tank,i 8. If VRS switch is utilized, replace by inserting into niter and turning clockwise 90°.° 9. Insert the filter cartridge back into the case, pressing do':,:n until the filter locks into the bottom of the case. 10. Replace and secure the access opening on the tank. MZTEU AARRAN,Y BEAR ONSM " FILTER CARTRIDGE - FIVE-YEAR Iii . , , " -Lifetime Li^aitec [rra--anty BEAR ONS;Tr ~ Piit r case c s l r a 3 ! f , a 877-MI MRS (6,S3-4583) ST. CROIX COUNTY SEPTIC TANK MAINTENANCE-? AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer (Ole Q, Tr i .17 - Mailing Address C. e in v xat';o Property Address U 0-1-1 (Verification required from P al Zoning ~ L~ - - - g ng Department for 'il construction.) City/State y_ Parcel Identification Number rn 1 0 ~ CTV~-b~ LEGAL DESCRIPTION Property Location 2 2 , T 2 g N K j W, Town of Subdivision Certified Survey Map # _ Volume Page 9' Warranty Deed # ~ ~ V t ~ ~ - - Volume Page # _ Spec house ye • no Lot lines identifiable ye. no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of'pumping out the septic tank every three years or sooner, if needed, by a licensed pumper What you put into the system can affect the function of the septic tank as a trea responsibilities are specified in §Comm. 83 tment stage in the waste disposal system. Owner maintenance .52(1) and in Chapter 12 St. Croix county sanitary ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (it* necessary), the septic tank is less than V-3 full of sludge, l1we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County planning Zoning Department within 30 days of the three year expiration date. I/we certify that all statements form are true to the best of my/our knowledge. I/we arn/are the owner(s) of the property described above, b7tTu a warran deed recorded in ltegist:er of Deeds Office. Number of bedrooms ~ ,AIG NATU OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & 'Lolling Department- Include with this application 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, (REV. 08/05) r M g w a LL ;3~w,"o j I : 12 r• PUS MU c ; Zoff;gY dw N y W WJ g ssggg gg 5:= > Z iy~ a aW / I ' yK r ~ m t. J 4+ n C LL W C7 0. t ~ C7 f I t r jj f Z 044 y... 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A _ I 3 A I I: d q R u n I g 88I $ R i I I $ I II 5~ I I ~ b oxnla~amvnn I ~nniaaav,nrn apv413Nn rnMa3'NtlB S Asa In SY me as a- 1006155 BETH PABST REGISTER OF DEEDS State Bar of Wisconsin Form 3-2003 ST. CROIX CO., WI QUIT CLAIM DEED RECEIVED FOR RECORD 01/02/2015 8:00 AM EXEMPT # NA Document Number Document Name REC FEE: 30.00 TRANS FEE: 327.60 THIS DEED, made between Citizens State Bank, a Wisconsin Corporation PAGES: 2 ("Grantor," whether one or more),and Oevering Homes _ LLC, a Limited Liability Company ("Grantee," Whether one or more). "The above recording information verifies that this document has Grantor quit claims to Grantee the following described real estate, together been electronically recorded & returned to the submitter with the rents, profits, fixtures and other appurtenant interests, in St Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Recording Area Notwithstanding anything to the contrary set forth in this agreement buyer is relying Name and Return Address solely on buyer's inspection of the property and buyer acknowledges and agrees that Title One Premier Group, Inc. the property is being sold "as is with all faults" and seller makes no representations 70619th Street South warranties or covenants, express or implied with respect to the property. To the fullest Hudson, WI 54016 extent permitted by law, seller expressly disclaims any and all implied warranties representations or covenants with respect to property. 040-1303-00-065, 040-1303-00-069, and 040-1303-00-070 SEE EXHIBIT "A" ATTACHED HERETO Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Dated December 30, 2014 (SEAL) (SEAL) Shawn Tyler, Vice President for Citizens State Bank (SEAL) (SEAL) * AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin) ) SS. authenticated on December 30, 2014 County of St Croix) Personally came before me this 30th day of December, * 2014, the above named Shawn Tyler, to me known to be TITLE: MEMBER STATE BAR OF WISCONSIN the person(s) who executed the foregoing instrument and (If not, . acknowledged, tI~ same. authorized by Wis. Stat. § 706.06) `gy'm, _ F THIS INSTRUMENT DRAFTED BY: I0 rARY Michael H. Forecki ~PUBLIC ancy . Schmi glary Public, a e of Wisconsin •.,,1;,,,,.~ y Commission Expires: July 01, 2017 (Signatures maybe authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. QUIT CLAIM DEED 2003 STATE BAR OF WISCONSIN FORM NO. 3-2003 * Type name below signatures. File No.: 30263 Page 1 of 2 St. Croix County 1006155 Page 1 of 2 EXHIBIT "A" LEGAL DESCRIPTION Lots 65, 69 and 70 of Walnut Hill Farm, Town of Troy, St. Croix County, Wisconsin (Signatures maybe authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED, QUITCLAIM DEED 2003 STATE BAR OF WISCONSIN FORM NO. 3-2003 Type name below signatures File No.: 30263 Page 2 of 2 St. Croix County 1006155 Page 2 of 2 T 5 O0" D9'39" E 279.9;6 icy 66 0, 5.21' 33' 33' 2.13' 00 ~ r+ k cv i t4 ci I I CO CQ co oo Go 40 rc4%% 224.71' ! ! 1 1 oD I. S cw ter ~ ~ ~ v~ .a ~ ~ ci a j r• ~ Ul) r TOl~l7 ~ fE ~ STEDT- Property DxTW Parcel ,a # G a ~ ~ Paw Z o 3 EJ 110-V I T-1 I Ground surface elev. tt. Depth to Nnftv factor zo kr ` DePth Rate t lodzas Dominant Color Redox SON [tescxipGai Texture Strudurs Consistence Boundary Roots GPDM in. Munseff QU. Sz. Cont. Color Gr_ Sz. Sh. `Etf#1 °E o' /o Ye 31L /fshk s~ w <3 f . S / SeL 2 cS G / , .S , OZ ;L 3 !S •2 / o Si L 2,►yr ~i~ u`i 6-5 - . S' i 13oring # Q Bod"g Q Pit Ground surfaceelev. ft., Depth to limiting factor _ 1. Fon l 0oninaM Cokf Redox Deser"on St uc~re Consistence Soar dart' Moots 1rx Munson Qu. SECont Color Gr. Sz. Sh. .E , MW~ Boring # 0or'r~ Q Pit Ground surface dev. ft. Depth to factor i;, Sol Application Rate Huxtzon Depth Uo nant Redrnt Desc!"on_ Texture *octure Consistence Boundary hoots in. M tmseN OU. Sz. Cont. Color f. Sz. Sh. °EM1 °Eff#2 1 t F-1 S.dng # Q Boring Q Pit Ground surface elev. ft. Depth to WrAft factor in. Soil Rate Horizon Depot t?ar *%ant Color Redox Desc rt Texture Stntdure consistence Boundary Roots GPOff Is. Munsell CM Sz. Cont Gr. Sz. Sh. °Eff#1 `Eff#2 Eflluerrt #1 = HODS > 30 < 220 ffV& TSS >30 < 150 rraglt_ ° Effluent #2 = BM, :S 30 rtlglt. and TSS < 30 rmglL The Department of Commerce is all real ~apportunity service provider and employer. If you creed assistance to access services or need material in an alternate format. please contact the department at 608-266-3151 or TTY 608-264-9777. 586,!330 (A6ro0) VI%rscorsi Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of Safety and Buildktgs in accordance with Comm 85, Wis. Adm. Code County 5T c e of 1L- • V Attach complete site plan on nnnm nch Imm Phan A 1,2 x 11 kulhes in size. Plan must include, but not limited to: ve I I.D. Z-07- percent slope. scaleordime EROSION CONTROL PLAN must be ~Date P1 completed before sanitary permit issuance wed by Peraorad rdortnawn you provk Propertyowner TCPA? Property Location Q o 'T-O r7P Z3 ERS T_'fl T- 1 V #4112 i#R Govt. Lot #41 ~ ~q J«G 114 S ~L T ZT/ N R i (or) W Property owner's Mailing Address Lot # Block # Subd. Name or. CSM# 015 CA Wi I-L- CD 9 WAL N0 r w i i City ,2NWR State 7p Code Phone Number ❑ city ❑ vllaga Id Town Nearest Road Ig- (oQ f T-,eoy SO. CfiouER 6-PPOE /-17-5 MA) 55o We ~ CAS!) It _ o pa New caishuction use: [9 Residential / Number of bedrooms code de ived design f w rate GPD ❑ Replacement ❑ Public or commercial - Describe: - tA Parent material 10Es5 O V.i'/it, 4t U "7F % /l S Flood Plain elevation if applicable ft. t General comments d./~ and recommendations: ' IME,- 7-r57rjv SU /•T~I& • Le- a. Afo v/V p SYsrte,. -U5,ti6-- /6 "SA~~ ff. I a ❑ Boring /o Z ~ S. s. s `N 8 # ® Pit Ground surface elev. fL Depth to Crrratirug factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. *M1 •Eff#2 C l 0-/0 /oy/R l L sh,e 3 -F- ,0-/l t& A io V)eqlV s1~ z Fsh A i • s %A /7-2,5 /0 I/ s ti C '_5 6 49 . S C-zA t-107-5 ..51C c s,7 7 3,7 Z Borkv# ❑ Boring /d ® Pit Ground surface elev. ft. Depth to Ikni ft factor in. Sol ricadan Rate Horfmn Depth Dominant color Redox Description Texture Stru ctwe Consistence Boundary Roots GPDlffr 1 in. Munseli Qu. Sz Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 o Z /o VX 3/3 2,wr sbx d rw 3 • S N IA, isy • 51 zfsh c i F -'s 16 • /0 g=- 1-,OC5 J- 1 4( cs • 2- Czs- tqa±L5 5 •z •3 o YR 412- 7. SYR S • Effluent #1 = BM ,:1, 30 < 220 mglL and TSS >30 5150 nV& ' EfNuerit #2 = B0Q 30 nV& and TSS 5 30 mWL CST Name (Please Print) P,..u L6 l z i G -r S~nature WZ S Address Ulbricht & ASS9CiateS Date Evaluation Conducted Telephone Number Private 7U- 77A • 3,Y41 2-- 2812 10th Ave. Spring Valley, WI 54767, 4. y PINS FOR 4P#0R0)e . 2 yo 4 Ues . oyo • ~o~s • so • ~ ©yo - ~o • io • 67,10 • /ogles • zd • oar 0,Y0 - /000* ~p • ~ oyo - io*l - 70 - on") o 0*D • oar Gt~ti 'V7- h1111 ~Al TDGI~ T.3.1E ~ STS©T- Propertyt>wner / Z 3 Parcel ID # G rags Of € Ground surface elev. fl_ Depth to limning factor .2 Q IFL Appi t fodzQ[! Depth C)o n se or Redox description Texture Consistence Baindary Roots WM fF F'Effftl l'~ate Munft Ov. Sz. Cont. Color Gr. Sz. Sh. 'Eif#2 !e 3/ L /fsb,~ s4 ~ f y . ~ 1-15 / S!L 2 S k / . S 15 /1/- 2AVI- A/C I &X 45 -5 15 t3onng # Q Boring Pit Ground surface elev: ft. Depth to limiting factor _ In. Soil Awlice qn Rate HorizOn ih Dominant Col Redox Description Texture Structure Consistence Boundary ,Roots GP trr. Munsetl Qu. Sz. Cont. Color ts'r. Sz. Sh. `Etf#1 'E Pit Ground surface elev. n. Depth to " rfing factor in. Sfax Rate Horim" aepih Do+ninant Dolor iRedox Description- Texture a Consistence eoundary hoots NMOVon GpDM In. Munsetf t1u. Sz. Cont. Color Sz Sh. `Eff#1 `Eff#2 I A ~ . I Boring # Baring Q Ps`t Ground surface elev. Et. Depth to timilFttg factor In. Sad iron Rate tlortzon Depth Dominant Color Redox Desai on- Texh" Structure Consistence Boundary Roars GPD fF _ ' in. Munsell Qu. Sz. Cont. or Gr. Sz. Sh. `Etf#1 'Eff#2 ~M ° Effluent #1 = BOD, >,30 < 220 mgtL 'nd 7S5 >30 < 150 mg/i_ ° Effluent t.#2 = BOD5 < 30 mg& and TSS < 30 rnWL f 'f'lee Department of Commerce is an equal agportunity service provider and employer. If you need assistance to access services or need material in an alternate W,rmaf, please contact the department at 608-266-3151 or TTY 608-264-9777. s6Pe33a (R6mo) r PLOT PLAN WALNUT HILLS FARM. # Pg. 3 of 3 f LOT = Contour elevation lines. • = Backhoe Soil pits. ii el Q = Benchmarks set, maRKED WITH FLAGGED lathes. 1/2" steel conduit pipes. (to &9) SCALE : 1 Z 0 F1 1 AT DoT CORNS Q ~ No. GoT j- NuRp~' a► O 1o F a qq~ v ~ f • w ~~o ~j 2- o ~3 M ~ ~ ~S TAD G1.v i~~'i`'~ ~oo,~' G~ti~ ~y s~ys~sr v A0124iv 5Y57-. 6V1A sit .vd -fir 1/ /00, A/ '