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040-1303-00-048
. Croix Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St Safety and Building Division INSPECTION REPORT Sanitary Permit No: 561033 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j. City Village X Township Parcel Tax No: Permit Holder's Name: 040-1303-00-048 Oeverin Homes LLC, aka Oeverin Pro ertie Troy, Town of CST BM EI v: r ~ Insp. BM Elev: BM Descripti ' Section/Town/Range/Map No: 9 j oo6'__? V Z ~'Yt j'Lt/t 22.28.19.1783 TANK INFORMATION I t- dig-EVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 4-~x,_4_ Benchmark~Z~1G~ 2. Ito / . Dosing Alt B fp D D Sr `0 %O Aeration Bidg. Sew 5' d 3 C z 614 / Holding t/Ht Inlet t/Ht Outlet TANK, SETB CK INFORM TION . Vent to it Intake ROAD Dt Inlet TANK TO Py ELL / jBLDG t Bottom Septic / / r D Dosing Header/ an -Z-9 161 21 Aeration Dist. Pipe 3 1 /66 'i / Holding Bot. System 'S 166 Z _t Final Grade ' I PUMP/SIPHON INFORMATION _ Manufacturer Demand St Cover 'i~l LJI . (o GPM r ~htJ~ IV5 °-11 G~J Model Number ~ UZ, TDH Lifi~ 3 Frictio13 os~s System Hea3 1) TD / ~ _7U Force main Length r Dia. Dist. to Well 1 -1 SOIL ABSORPTION SYSTEM BED/TRENCH Width gth ! No. Of Trenches PIT DIMENSIO No. Of Pits Inside Dia. Liquid Depth DIMENSIONS g r.5-7 CHIN Manufacturer: SETBACK SYSTEM TO P/L L WELL LAKE/ST R M LE CHA A OR INFORMATION U Type Of System: NIT Model Number: iw d fal DISTRIBUTION SYSTEM Header/Manifold/ I Distribution 2 a x Hx Hole Spacing Vii to Air Intake Pipe(s) :14 __?j r~/J Length Dia Z Length Dia Z Spacing /to SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only ea Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mul hed Bed/Trench Center / Bed/Trench Edges Topsoil Yes No Ji No COMMENTS: (Include code discrepencies, persons present, etc.) Inspege)n #1: Inspection #2: / / Location: 210 Walnut Hill/~~/t'►a River Falls, WI 54022 (SW 1/4 SE 1/4 22 T28N R19W . alnut H(t4arma /~ka ThelTribute Parcel No:,22.28.1 ~3 a ss ` 1 0 y Go~~- Goa,: ~r-s ~L& '1 r000 WU-VVk91 VA 1.) Alt BM Description = i 1 , ~,J25 f dC~QJs✓~~ 2.) Bldg sewer length = jSfi4 Z/ % 7 g 6v, - amount of cover 2 (fL(QlV L " u l L( Plan revision Required? Yes ~o IF -77 / v f Use other side for additional information. 4t Date Inse ire Cert. No. SBD-6710 (R.3/97) PLOT PLAN PROJECT Oeverina Homes LLC ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SW 1/4 SE2 1/4S 28 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 100.0' 1.3' sand lift BEDROOM 3 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 450 # of chambers none BENCHMARK V.R.P. Top of 1/2" steel conduit ASSUME ELEVATION 100' ❑ BOREHOLE O WELL *H,R,P, sameasbenchmark Please note: there is a error Property Line on the soil test, a 1 fpl sil 1.3 Acre Parcel loam has a loading rate of .4c, not a .2 Scale -1/4" = 10' Wei I is to meet al I WDNR setbacks 96' °lyt 98,100, tle -1 Tank is to be properly 129 Slope v bedded and provided HIT- with lockdown covers with approved warning B-30 labels Area 15' below system is to remain undisturbed Property Line Huffcutt Combo Tank I A 1 L B- `t`' c~v Pro 3 - 98.7' Bedroom House radi n is to be done to divert U e %xun-o away fro stem C Town road bafety and Buildings Division Counf - r 201 W. Washington Ave., P.O. Box 716 y _ +consirs Madison, WI 537(17-7I62 @(1tt of rQlrltrr®lM16g y F uu,r Nuu,raur (IU Iw tlnuc/ iu by . 14 Sanitary P _~-L on jj lra/,slrcli/>r, tan,ber . ermit Applicati state In accordance with s. Comm. 53.2 t(2), INis Adm. Code, submission of this torn, to lire a]S r LZ 7 Z g W ti unit is required pries to obtaining a sanii r' riule "gnvernm~ntal - ary permit. Note: Application torms for stare-ynowned POWTS are Project Adihl;ss (if ditfaBnt than mailia addles: submitted to the Department of Commerce. Personal information you Provide may be -purposes in accordance with the Privacy .t, s. 1(m Sorts. 1. Application Information - Please :Print All Infor atio Property Owner's Name 3 - - Parcel 11 -PropertyOwner's Mailing Add 4jruperty lueatiou City. St a• to --v~ Zip ~ Govt. Lut • I " P Phone Nwnber lrcle lm - 11I. Type of Building (check all that apply) Lot # - •l. N; It _ I; W - --7 2 Family Dwelling - Number of Bed ourns SubdivisitH+ Nurse I_] Public/Conunerciul - Describe Use BIC 6k ab P". C11 City ol'.. - Suite Owned - Describe Use CSM Nurnbt r ❑ Village of / '['own of 1K '5 III. Type of Permit: (Check only one box on fine -A- - G- p Imt. li rfappfiwhle) W System ❑ Replaccintunt System O Treatmeut/Holdung "Tank ttepiacement Only LJ Other Modification to Existing System (explain) • ❑ Peruit Renewal ❑ Permit Revision ❑ Change of I'tulnber Perrnit Transfer to New List Previous Permit N,anber and Date I - ue(I - Before Expiration Owner I'V. Type of POWTS SysteudComporlent/Device: (Check all that Ci Non-Pressurized In-Ground ❑ Pressw ized in-Ground OM-Grade F1 Mound > 24 in. of suitable soil ound < 24 fit. of suitable soil C] Ilolding'fwtlr' El Other Dispersal Component (explain) - Preireairnent Device V. Dis ersal/Treatme t Area Information. T- - _ _ Design Flow (gpd) esrga Soil Applicali 1 to (gbdsf) Dispersal Area Rec uir st I)is WW Area Pro us _qpoRa I ) P P (st) System Elevation - V1. Tank 111fo Caaacity, in Total # of Manufacturer Gallons Gallons Units New Tanks Existing T_ nks U vi H ci, w ch w Septic or Holding Tank - - - - VII_ Responsibility Statement-- 1, the undersigned, assume r usibility ibr installation of the POW'TS shown on the attached plans. Plumber's Name (Print) - Plumber'AS'i MP/MFRS Number- - Business Plume Number Zip Plumber's Address (Street, City, State, zip( ode) VIII. Count apartment Use Only - - ` - proved isdppeltr Pemtil Fee Date Issued Issuin nt Signature - - kAp O Owt tven lteaso enial (Z 5 3 / $ 3 Iii:. Con ~lp Reasons i'or Disapproval 3 6,1; der gvL(o~ 1 PrG✓~ A d dl-vna t- if~ta~lMt:"`li~lU~llttAlNt"iN~i' ~ ~J ~i S IM.•t•d•~11'sn.l, t`n~'~etv~.n.>~ov~_ . Aaperii;4 teat tlwet aA Ina martet ehWbeit plan prornlidatl by''plu,, ,er. ` t ~lbJ~ GEhU CJ& 2. i lentstnt .tlerftaintained Gpy~/1 iGAS //l J>♦'~~C, /9 % -bf t1 ibC9le ptitk4 (nrtriees- ~5- JK l r - - - - - Attrck to compiele plans for the system and submit to the County only on p 1mr not less flrr 8112 Y I I inches in size SI4D-6398 (R. 02/09) Eenaxr T DIVISION OF INDUSTRY SERVICES O N oz5~' a~ 141 NW BARSTOW ST FL 4TH WAUKESHA WI 53188-3789 Contact Through Relay www.dsps.wi.gov/sb/ www.wisconsin.gov d SSroN~*LS Scott Walker, Governor Dave Ross, Secretary March 12, 2013 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 Identification Numbers PLAN APPROVAL EXPIRES: 03/12/2015 Transaction ID No. 2217282 SITE: Site ID No. 788723 Oevering Homes Please refer to both identification numbers, Walnut Hill Farm Lot 48 above. in all correspondence with the Town of Troy agency. St Croix County SW1/4, SE1/4, S22, T28N, R19W Lot: 48, Subdivision: Walnut Hill Farm FOR: Description: Mound, 3 bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 1416543 Maintenance required; 450 GPD Flow rate; 20 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD-10691-P (N.01/01), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/01); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation andrior tQjocc se: This system is to be constructed and located in accordance with the enclosed ed ns a the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" S$ 9ik~P (IJ'0 1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatme gis RSION 2.0" SBD-10706-P (N.01/01). The building sewer and distribution network piping shall be of material listed indF ble 384.30-3 and 384.30-5, Wis. Adm. Code. 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 comply with the operation, maintenance and monitoring duties as described in section VIII of the mound component manual. A copy of this information must be given to the owner upon completion of the project. All holding/treatment tanks are to comply with SPS 384.25(7)(a). t SHAUN R BIRD Page 2 3/12/2013 Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. Owner Responsibilities: • SPS 383.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4) shall be considered a human health hazard. • SPS 383.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 Safety & Buildings 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, Julia Lewis-Osborne Please Include a Copy With Your POWTS Reviewer 2 , Integrated Services Pavment Submittal. (262) 397-6005, Fax: (608) 283-7481 WiSMART code: 7633 julia.lewis@wisconsin. gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety& Buildings will be modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety & Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. Cover Page RECEIVED Shaun Bird MAR 11 2013 Bird Plumbing Inc. 1432 120th St. INDUSTRY SERVICES New Richmond Wi 54017 715-246-4516 Date: 3/ 10/13 Owner: Oevering Homes LLC Location:SW1/4 SE1A S22 T28 N,R19 W Lot 48 Walnut Hill Farm Troy System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9-12. Soil test a 13. Filter Specifications an ross section . Shaun Bird Signature C, License number 900 PLOT PLAN PROJECT Oeverino Homes LLC ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SW t/4 SE2 1/4S 28 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 100.0' 1.3' sand lift 3 BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 450 # of chambers none BENCHMARK V.R.P. Top of 1/2" steel conduit ASSUME ELEVATION 100' ❑ BOREHOLE e WELL *H.R.P. same as benchmark Please note: there is a error Property Line on the soil test, a 1 fpl sil 1.3 Acre Parcel loam has a loading rate of .4c, not a .2 Scale -1/4" = 10' Wel l is to meet al I WDNR setbacks 96' 98,100, B-1 Tank is to be properly 129 Slope bedded and provided with Iockdown corers with approved warning B-3 ❑ labels Area 15' below system is to remain undisturbed Property Line Huffcutt Combo Tank 13- Pro 3 98.7' Bed roo m House Gradi ng is to be done to divert run-off away from system Town road Mound System Cross Section and Plan View i r Dimension Feet A J B t• ,i r D r r E A t t•t F { r 5 I ~ t•s•t t F F G -r Z P M H t r - r I I r .J t K r L W. 66: W. W i W. WW. ~ ! / / r ` r. rw r. w ....r r. ~„i ~.i s.i .+r W L _ Sloe /~/o t`` 1 = Topsoil = ASTM G33 = Clean aggregate = 4 in, sch. 40 pvc Cap Material J sand fill %z to 2 '/2 in. dia. 0 observation pipe 61 Geotextile G H Fabric f D E Ft Contour Plowed Surface Slope Direction GENERAL INSTALLATION: The mound area is staked out along the design contour. Existing vegetation is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a'/4 inch soil wire when a sample is rolled between the palms of the hands. ASTM C-33 quality sand is placed immediately after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or is placed overhead by a bacIchoe. Special care must be used when placing sand of less than one foot thickness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are slotted in the lower b inches and secured in place with rebar or a closet flange. 10/07lgj Page of Pressure Lateral. Layout Two Laterals - End Manifold ` f-R Threaded l Cleanout Manifold Lateral Turn-up Plug ~f M X Long Force Main Sweep 90 ~ Bend Distribution Network Specifications Pressure System Construction Lateral Diameter _ -2- In. Manifold Diameter In. Laterals are constructed of Schedule 40 PVC Orifice Diameter ?J~ & In. pipe. Orifices are drilled perpendicular to X (Orifice Spacing) ` In. the pipe with a sharp drill bit and face down. L Lateral Len th_ Ft. Lateral turn-ups terminate with a threaded M Manifold Length) _ Ft. cleanout plug and, are enclosed in a 6-8 inch Force Main Diameter --In. diameter lawn sprinkler valve box accessible Force Main Length &T-)Ft. from finished grade. Grade 6-8 Inch Lawn Sprinkler Valve Box Page of 03/05 lgj Septic-Dose Tank Cross Section. And Pump Performance Specifications Pump Manufacturer Tanis Mauutfaaturer rirun Model Number Tank Model Nuu~nber ! O t/) Total Tank Opacity p Alarm Manutacturor Max. Fury Depth Alarm Model Number f 4.- -✓-r~. i sruitch Type Filter Manufacturer Total Dyr rlc Head (TDB - Feet Filter lViodol dumber' Elevation Held. Disua Preagure Network Loss mum PUMP Required Force Main Loss et`formaiYCe Total d ~j GPM Ft TI1H 2, ©utlet Manhole 4n. 41' Above Cie With Manhole attn. 4" Above Grade Looking Dev*C- inlet Manhole _ usted With Looking Device < 67' Below Grr a Seated W'aterdaht Woather-Proof runotion Sox - "W a. NI r YrY~ i' e+ms+'a!' iKfG 'V'ent Min. 12" Disconnieet Above Grade Means With Vent Cap ' YYY Y ! • 4 Y • • I Y ►YYY • YYY ` r Y Y.Y III P! 11 +YII► Ya! larfi a<IfYaYarf~a`•' f.fi+i +Y+,f i iY1 i,{ r 'i iYi f i f f +Ya a 1 a a f i f .,a `Ia1a I outlet Filter - Unlei. Ba W A t/4" switch s 8 and Re6erve Capacity Weep . tt Hold Tatsk.'V''olutme 'V'olume Gal. . X ou ruches ` `i'~ (:serve) A ` ;f' Off Elevation C r pyy.r~ 2. B y.o -4 11, (dose) C o Elovati (dead) D f LFt 1<`t Total • 1 1 aa,a+. faf ifaaaa aaf<+<. a<a<<i<Y+<<a•' a <af<a. a<fa id if lri rff Ifif<f a++aa l+ai+•• , Ii>sIt r a a f o f i Y i a f a l a a< •I'+ a s< a V I f a a i a a f f a a< i 1 a a a a 1 f a 1 a 1 f a+ a a< 1< ,YflfY: ,'A i ,><'i~.1aYaYiraYaY1 f aYZ1fr,►,r~ ,Y aYf,i i~iyaYiYfY.aY tFYYYri'i'r•i'i'i'{>i' 1> Y Y"' ' 1>>•>• Y Y Y Y Y YYY ! Y Y Y r Y Y r Y i Y Y Y Y Y r! Y /YYY > The . s%AWdoso tank. is bedded wd. back fi~llOd in 30mdance with the GENERAL INSTP~Y~L~iT'YONw ifiQd. the mHufaeturer may not veo manafactureiys pecodact alsprmal speoifiW ions. Maximum depth of bury as leaking device (padlock) be ®xo d vvitlxaut t pval. Manhole coven enrposW to grade have, an. ei tiv watertight fittings, and installed. Piping at the it * and outlet is of approy~! ma#srieli cannet~sd to to talc with ' n fable soil tQ'pa~v . The force ~r►eittt i8 ~l~orr$d r~it~ VY bGh' 40 P'V'C to bride the tank and Comm 16.2ti. lain o Bret settling or sa~~ ovation and the ssloove.is saW wst~" :E r ice `0*108 with N. etcc ~ of . ~v • . Pam 02/05 U Wa~t4v4 SEN-40 Series 4/10 hp Submersible Effluent Pump. 3/4" Solids Construction Flow • Liters/Minute 0 50 100 150 200 260 30 C,ovor Epoxy-coated cast argil 36 ---F- 11 Yo o ~kl 1o i1~or hus~n@ OXr~~rori' 30 9 1mp'oIler Material Thermaplast~g,Elastomer~ 26 I P11- 7 6 Volute Epoxy-coated cast iron r 4 Mppiranical Shaft N"lewlth Gorbon-and 10 3 Seal ceramic fac~is 2 '.N 0 d Shaft, Stool 0 20 4 60 60 9r plow - Gallons/Minute 0 r ~s _ tk~ df POP - 41W e T i If If e Y.~ SEN-40-AF SEN-40 Specifications v WIN tSEN 40 = 0 1 tli:, ~1 t 1phft 919 E1070- so as as 1a 8EN 40~q 800213 4M Q,~; i 1 14~ F PT 0/924 80 70 f0 ~625 {12 14 20 7 6 1750 ~4Q =40 K s I F. 7.1 Franklin Electric 400 East Spring Street, Bluffton, IN 46714 Tel: 260.824.2900 v Fax: 260.824.2909 Form; 8861097-11 www.franklin•electric.com POWTS OWNER°S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION Owner t SYSTEM SFvEGiFiCATi(:fN8 Permit IF ~fl Septic 'Tank Capacity ❑ NA Septic Tank Manufacturer 0 NA DESIGN PARAMETERS Effluent Filter Manufactr~rer--~/~ Cl NA Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units X~NA Pump Tank Capacity Estimated flow (average) f~ trJ al ❑ NA Z7> gal/day Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) gal/day pump Manufacturer Soil Application Rate - - r •~c~ ❑ NA 41 al/da /fly Pump Model Standard Influent/Effluent Quality Z2 11 NA Y Monthly average'" Pretreatment Unit Fats, ON & Grease (FOG) 530 rn /L A g 11 Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (I30D5) s220 mg/L Cl NA El Mechanical Aeration ❑ Wetland _ Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection Pretreated Effluent Quallt ❑ Other: Y Monthly average Dispersal Cell(s) Biochemical Oxygen Demand (BOOS) 530 m /L ❑ NA ~I Total Suspended Solids (TSS) 530 mg/L ❑ in-Ground (gravity) ❑ In-Ground (pressurized) mg /L NA ❑ At-Grade >K_Mlound _Fecal Coliform (geometric mean) s104 cful100mi 0 Drip-Line O Other: Maximum Effluent Particle Size lfi In dia. ❑ NA Other: d NA A Other: "values typical for domestic wastewater, and septic tank effluent, _ ❑ NA Olhar: a NA MAINTENANCE SCHEDULE Service Event Service Frequency inspect condition of tank(s) At least once every: month' sj -Wyear(s! (Maximum 3 years) DNA Pump out contents of tank(s) - When combined sludge and scum equals one-third ( ) of tank volume 3 NA Inspect dispersal cell(s) - - ❑ NA At least once every: months s) Maximum 3 Clean effluent filter ' ear sl ( years) ❑ NA _ At feast once every: 0 monthlsj Inspect pump, ❑ NA pump controls & alarm At least once every- ❑ eantsis) ❑ NA Flush laterals and pressure test - her At least once every-i v ~ar(s)s} ❑ NA At least o nce every: 13 ear sly) ❑ NA - _ L NA MAINTENANCE INSTRUCTIONS - ❑ Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector, POWTS Maintainer; Septage Servicing Operator. 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 back up or ponding of effluent on the ground surface. 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. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third or more of fire tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion, of aw service event. Page. of START UP AND OPERATION For new construction, prior to use of the POWTS' check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the call(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Ooerator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scrape; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is property and safely abandoned in compliance with chapter Comm 83,33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septagti Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances In POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. he site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation Ji~ must be performed to locate a suitable replacement area, If no replacement area is available a holding tank may be installed as last resort to replace the failed POWTS. Mound and at-grade soil absorption systems may be reconstructed in place following romoval of the biornat at the infiltrative surface. Reconstructions of such systems must comply with the rules In effect at that time, <<WARN ING» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND101`01 INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY DE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS ,POWTS INSTALLER POWTS MAINTAINER - Name Name Phone SEPTAGE SERVICING OPERATOR PU PER LOCAL REGULATORY AUTHORITY Name Name Phone ---~1 Phone/J-; This document was drafted in compliance with chapter SPS 383.22(2)(b)(t)(d)&M and 383.64(1), (2) 8 (3), Wisconsin Administrative Code. •Mar•06.2013 01:11 PM St. Croix County Plan/Zoning 715.386.4686 1/3 >Vh rL+bsPs entotCannlslor SOIL EVALUATION REPORT raps ~ or ~ 11t~Ien d 8aI sysnd Bvnps InssootdsnawAhCo"ms6,IKa Aft C O$ A d ds, k "J.. EROSION CONTROL PLAN must be c-M Sr. , o .I N Plsows" notgplated befnra sanitary permit tesuamo 1D°d• PASM.044 G-- Qete Tv0p wwa~w~anmTw~~.„.o.w~u:.oaru.m.er~~a.~yr~ww+Mri..w...<aat,~~ai. +Qit~•vbrt b ~3 .S PMPOVLMU vio 01M141 417 Yq VA B T N A I! i(a►W G'I ~ MT's MN 55874 65! ~.yb°'• io4Y City ~Wtaw~ Am ~uya,~ $a. TnU13a 11~v ~fIIIWwan use®FlWdmeN/Nnlniastdhsdhanls Cbdadsa»ryprefSnAOwrdIC GAD {1 O 0 Fwabor h oaem Dnol6el I e s 5 d vale • I r PbotahM 0wr ,c(J % as ooan."aa.uonx oma+ -MI-s .A s•UrT? ATW A .fiop70 And 'Up S,07, 4A LAPI A0 feodape 5 OtWStdsiafa~deK~~~~ tl DsDSIbal~snsaaa ~ scn ~ W pit s ti Fle~hmel DS WhIrAdOdw Redo" rsdtse 86itqulr Camm4ress awndv,y Aeom OPDtrt rn. M4RWd ar 6r. atsh t 'FINIS .ti Ili mg MI l C , o. /o "'t-0 T3 0 .3 & YR 5/ o I E m pit llgdtu~0l1NR A Doom go IN "kmtw M J~ HWL-" capal 00e*1410 ft*Dei-wWp n Ted>dw fan" f CCMINMWI etlYWlefY Reett t1~ h MWOU Cs.C7. CsntColM Gr.6>r8fu •6tAY'I 'ERRS n D • i /o S~~ 4-' N 2- a 30 /a, 5'14 2 ?c- Y cs ha fL d U /Oft */L' 4~ •lsRd~ntfM.yp }ao ssb sndTeli>3D<t3o •un MI14•900,00nKandMS30r t C9TNenIe Wlnn ,-4,LsPiccr- s7~tx 7 UUlbdcht &Asspolates S *T- Do NI MI ! 5 • aaa 7rs ti 3 yy2 j 2812 10th Ave, 6pdnp Valley, WI 54767 PA 12) - ffi6 Fad' -PPROX. 3 y©N 4 Ues a oyo •®d'& /o • am 10'f6- 2.0 - OV0 ayo-mz- 49-&V ORIGINAL, afV 1096.70- dM • ~a - ~ %0 loo Mar-06-2013 01:11 PM St. Croix County Plan/Zoning 715-386-4686 2/3 pNwl,~at papa ? eg 3 soft WDUnasarteoseiw t'n. pepM to wnlleahdDr„~,~ a~ /3. ttodaaq Cepth tloaQnnp AodatOaeodplkn aelure sum Co~tulaaati Gounaary Raab ~Im h4 M11i0R Co. Bs t5o MUM. ~elY1 /a 3 f/G a b tu a-F .5. r1 G~' C 2Q& 4K9 "'W © pit dasu dsurimelm_-. th 1laptht01fm8rpiMdar•_ ,br- 8 n Hwttell DepY+ DorlGnaat RadaKtleledploo Ttnfum Bkuo" Cwsklonoo Bauretary Now QF IV k VMWI 8a CenA Golar Or sn. mm 42M L_1 I F WM M © rs ourwwrttaaekv. n oa~U pf ( !ee[w, In pit MArAIIWMMM Fllataon omm awdoantCOlor Aw*Deetrgrm, Tw" !lnntklorcs Beiaalay iiDOle 6r. ltlanaR Qe e: COO 00 8L Oh. `RtiA11 ' mm .w D Boa ❑ro# © pit GmnndD~eMtaelw n, WpRtgRmllprg0<Sla in. 801 ton fial ►Inistort Doplh UsmMUVRG9i 1Haedp 7aatura tj GIM e:MIA0eee bKVkfty R" in. MuaaeR .eL Gft or.iit8h, 'M, TIM ' •Etl4wnt*i+8~..8o32lOamR,aMt ~4=160atgll •Ellluenttkla~~gOmAtZm117S6~34mOn, 'C6aDepsrtmaneo~t~amq~efoollartequat0~pa nih'srrviooproolderradmnplo,yy~~r.ITyouaoadasslalsneowaaaawmutilCae~ Dead tnatedid sa an x6ruste Ibrmal~ places aomect the departmaa ai 69" 641151 or 77Y 0004MAI i7. s~wttapuetl Mar-06-2013 01:11 PM St. Croix County Plan/Zoning 715.386-4686 3/3 RLD'L°_BYrACr 'PA=m mma's FARM. Low 8 pg. 3 of 3 « Gontou sla'vatioa liner, Baokhoo 801,1 pits, Q Baaehmarka not, ma8,K8D W1VH FLAGG%b lathas. 1/2° stool. Oonftit pipes. CLIO pip fi x~ s r • /Vor [j~D ...,._.y 4 if, fo` ~d p, r b FILTER CARTRIDGE INSTRUCTIONS g x brY qre trbalu' Iptsrl fling Cirm tfl tltu uUtl,u4 Cuhtelred under' dw aut M,pss fling. If* ty there altlryr tt,el to etresurd it lit turd" through tire' uutlersl ur eeive nt woftl pert tnoro ptlt8 itrtc, the' pips tip) viddll~uh~ lifpil uif5a the tattlat -Vrp a wM1e the ream is stub dry "ad on thu Ulm t'rit'e, wet turt, ties 1"if, of'A •thdi plpe, mter4eel to bran:ta the filter in tir@ ink the wall ►t utilialre0 the Notional rtgrvlrMINtal aiela suµwtrac, tr s ide xustgrurt tent Nod Ix not utiih~d, prutwed hi step fm- Istrluerrt vl sir ~ OtWusl Utilkot',l the uptkmai supplunvanisl side support. utilized, prance i to wo-ij rouurr; 0014 the Mt* r 7rt sir. 1P side sirpgart trretksevd is root solvent weed this llitel ca6e i tey the rJUtlet nattridge IOU the cage, prdw:Gt~i d p►Wa. Tt,bmrt tine utter thb eazu_ GIYUh urrlll tfta rlkl,r toles ihtG tiro buttutr'r of 4i}:•„~It Ii b AS sswilmh is Lrlll~d= itrsratt het,'' thy, fitter'' anef 44ck by turning 1MN7~1111tptTl~t~ , , J.. The efsltUU4111 dt mteoald be cteaueed avast' three tite antic tank (a serviced. 1. tubed the outlet aucees s aposwig to Inspeat the tunic gird k%Nr. 1 9. Pump tlee Septic. tunic rrnplu tally, making sof'o to rtsrnutie the siudµu y „1 y 16yar un the bot%m t& the Unk 4md "Ot.1tiat thus ra'pt'' and efilklullt. V 4, Otwxe the aftiaht (evul has h dear lowered b® N ' uutlolt pipe, ftrtsnly' pull up an the Mor handy dthis 16lorvtlrt of thrr ctrrt"dgn IMF$ the ease. due the 5. Slide the ear'irhlue up and asst of tale easy hoe el 6. It, a WAS awltth aonttactw to are eattie sliouid be tumoved by t'urnwev c un terd piwt 'rser e rt i;4 the Will d a With water uttly. bird dauud 7. While holding the corivWpe my Its side (large flat ,;uo k e faaing dnwrs) ouer the avuousr; uitenhilh rinse off the t;,attrWag witit wnkcje only, makireu sure ag aaprlnv tuwrt"i Is ►tt1svil dl. 1 1 ItarC1L itltl) tlrb taori;. . B. If VRS switch Is utit ival, t+uphu- toy lirsertltrg kdu ltltol. and turnbrp dockwtye MI". b,rJ a. Itrsert the skar comm" back lino the I CA",# lull down u►ttVf w Rol w tare filter rnt:ioy into the brrktpnn trP' 13tsr Cidtlte, , 1O.Ropluce and s airs Ow 't'tthlis upolikitl on the ttthll, wl~" • "a Hf i:• •:K:.~...;.,„li"Ya; :4*;.*!4,9" •I, y, "1 (';,11 r'r'tt'i'0 4ad!iLIV, . .I• "1 1 :zt•. rM►~W"IIY.~!>tt1"W1k~Itr.ICftlt7tYi. '?'~~r.'7~'~i' ~"Ct~~°~'1~'I~`.'~~ ~r,. 12 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT .AND OWNERSHIP CERTIFICATION FORM Mailing Address Property Address 'a•1 tJl ,t _ ` (Verification required from Planning Zoning Department for new traction.) City/State Parcel :idanti.(ication Number 0- t - T LEGAL DESCRIPTION Property Locatiol6L,) . % '/q , Sec. 2 T N .R _ W Town of___ Subdivision Lot # 4 Certifted Survey Map # - - Volume Page # - Warranty Deed # 1 Z P Volume pale Spec house 'r►o .1 t. lines identifiable ~ ka"/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 f!uee years or sooner, if needed, by a licensed pumper. What you put into the system can affect the fitnction of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(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 pu;xtper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1 /3 full of sludge. I/we, 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 on th" orrn are true to the best of my/our knowledge. 1/we am/are the owner(s) of the property described above, by virtue of a w anty deed recorded in Register of Deeds Office. Number of bedrooms GNAT OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitarypermit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office sand a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) S 1ti3.3oME ~ 99 L 4.35' ~ t X42..99. 14t.6~ 31. t 22$,24 1 83 2.03' 4$ \ 46404 SY, t 47 . os Ac. 50313 S.~ y, 1.16Ac., x l 49 48 148811 S.F. r , 57710 S.F. 1.12 Ac. ` c; 1.32 Ac. . ~ • , _ ''1 s'+,y 15 M $9'1$ 30 E 467.1$ mnml 09 N 89'!$'30 E 467.18' 81 41411 S.F 1a1.s1 a / .13 Ac. + 152. 6 I rr~ .n a RA 8 1 3 2 0 4 5 Tx:4106485 STATE BAR OF WISCONSIN FORM 3 - 2000 973209 Document Number QUIT CLAIM DEED BETH PABST REGISTER OF DEEDS THIS DEED, made between Citizens State Bank, Grantor, ST. CROIX CO., WI and Oevering I-Ionics LLC, Grantee. 02/12/2013 11:48 AM Grantor quit claims to Grantee the following described real estate EXEMPT#: NA in St. Croix County, State of Wisconsin (the "Property"): REC FEE: 30.00 TRANS FEE: 135.00 u f Walnut Hill Farm, All in the Town of Troy, St. Croix County, PAGES: 1 dnsin. Recording Area Name and Retum Address: Title One #18932 Together with all appurtenant rights, title and interests. 0+0-1303-00-048 Parcel Identification Number (PIN) This is not homestead property. Dated this 61h clay of December, 2012. Citizens St, e f nk * Gene l laberntan, Vice Cli&rt tan AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) ST.CROIX COUNTY. ) ss. authenticated this 6th day of December, 2012 Personally came before me this 6th day of December, 2012 the above named Citizens State Bank by Gene * I-faberntaut, Vice Chairman to me known to be the person(s) who executed the foregoing instrument and acknowledged TITLE: MEMBER STATE BAR OF WISCONSIN the same. (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY *Jay P Penl 1-d Notary Public, consm My commission is permanent. (If not, state expiration date: Ph k1w, 817/201 (Signatures may be authenticated or acknowledged. Both re not necessary. P' K rC: - ,~~j t', Vr ICLLJ ;Names of persons signing in any capacity must be typed or printed below their signature Notary Public Stata of Wisconsin 1 of 1 QUIT CLAIM DEED STATE BAR OF WISCONSIN FORM No. 3-2000 t ~ ~ ik~~bk N ~ ~ ~ E 4 i 30 z a... 1 m a e e l I 1 I I I 1 1 01i ew~`~U, rn°x~oiatl°Yw,~ I ~ y ~aB I 1 0 - 4 1 1 YwY,en 1 d g v 1 ~ !B . d WR 4 ~ p El ~ V F ~ ~ C •.`.Y•F ' IFS'.I ~ 81 k El O d a _ z R ° k d # k k -d © 1 s ae x ~ s - - 1 s~ d ® A3a a -----------J - m ' I f + y i ,m $ "u~mwu M.ia lei'" ° I u.FSOOn n ~ I ' I 1 eyJ 1 1 g{a y 4 }II e~ Ala ' oxnw~al~ 1 ° tt~ MYn , O.InY'JY9IMVA ~ 1 ' ~ RY9YBA 1 ~03YYHnW*O,~u~.ru ~~al aa, I as 6 „ aY yy a.~l ~ 4yy N 'I C 8m6 ~4 f ~~aa~g 8 ~ A ~ E i `7 t `w 6 J ! e 1 Ilk ~'~9 ~7E 1't i I ° b IEa I 1 F I I ~R m~ I ~G9 Y 1 i I I I b I';I I I ~~aunoi ~D MwiYU9Mi I I 1 1 I' I I' L_ I axn aavuo _ -9 I II ~ 1'I 1 1 \ 11 I ~ ~ I I ' I 1 II j j ~ g ~ ~ b 1 I 9 I I I ~ O I" I 1 I 1 ~ !II t I" 1 I 1 p I i n h it i I~ i 1 s i t _ I I~ II I ° t l 1 b 1 II I I ''e I I * I I 1 1 en r~n O oA 1 I I ~ 55 Ia I I I~y-~5 ~ n I I I I b I $ III ~ i I I I (1 6 all II B I ; I I 333 I I b ~T ==__JL SI r - L, 2 I _ _ I it !B eRII u 11 i I § R G i h 9 i. i N I~ r_^-~-- I i - - .IUwm3.L_____J I I u 1 I 17"`t ~ 8N ~ ~ I I ~ 1 I LI, LI, II I I I I f b x -J I I I t I II a r____ 1 Iap° 1 _ ~ fl5 ~ oo.a aearn j I 1 fII } .i wuoob~l I . II lit F I I j I I Y PpDgDg4 I I 5 I I ~ t-a° I I Y6' ~~7 ~ I E I 1 I N jl 9 j a~ I 1 I I~ ~o I L 11 III W I I .a.nfn I f13NW 1YMY3HYK fJx J f„a»n,„n,aa I . , I 88 ~4 - v f° Ch ~S ~a~`F3~ o Z~ N 7 2 CY) I Jill iTr ~ CID F7 •x 1 i _1' Wiso&mi►DepartrnentofCor ww SOIL EVALUATION REPORT Page / of 3 DmsWof safety and Buildings in accordance with Comm 85. Wis. Adm. Code Aftach C=* 57-- include. ° EROSION CONTROL PLAN must be Parcel I D 407- POme" tsW completed before sanitary permit issuance r1 ad PeAjp A G" 'Ni by Date 671 Perso" information you Provide may be used for seconduy purposes (Privacy Low. s. 15.04 (1) (m))• ~i Property owner ToD,O_) u Property ro t7p B3 ERS T~fl T- ~O #4 Govt Lot f t'~ 0V4 5 ~ 1/4 S ZZ► T N R lr (a) W Property Owner's Mailing Address Lot Block # skibkf Name or CSM# !o o t5 CA 1+ LL ,~vre "~7J cvq~/v~ r t-tc t i fA-~~t t~ty SNULR state zip code Phone Nutber Cn 6'0006 ff Ts MN 550 7CP C.SI ay8 • tog ocity ❑ Yllage R TOM Nearest Road ( ) TRoy so. Ci-io~ER Pt New C.or>struction Use: Residential / Nanber of bedrooms Code derived design flow rate D ~ GPD ❑ Replacement ❑ Pubic or con ramcial - Describe: Parent material ~oES S © V&V Z4"//1 S Flood Plain el applicable General comments /Q-!? A Z -f v -b6to w and recarrarieridations: 1V,6--A' "1 57,4N.0 -1-e L14,tk P] Boring # ° Ground solace elev. z ® Pit tt Depth to knits ng tador in. Soil Rate Hodson Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRIF in. MunseN Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Etf#2 b l 0.16 /b R 31 5!6 z c s w 3 l • Y2 s~ cS - _3_ .S t p. /fl 2f Ho TS ~V 3 6/ -7 T-7 s YR 5 s5 Eloring o # ❑ Bonng 20 ® Pit Ground surface Nev. ft. Depth to WrIfty factor in. Sol Application Rate Hannon Depth Dominant Color Rejox Description Texture Structure Consistence Boundary Roots GPD/ft: in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •01#1 '011#2 / D- l Z /D 3 SeL 2,th K ~SLi w .5 • 6 cw i N Z 1A • 20 /o y/2 y S!G / 70AIC A 41/ D • 2? / •Fzf moors ~L S . •S N s Y2 Y/ 277 - I /b Y)IIRZ CZA hors s'L d,.r„~ ~PuG( . 3 .5 i o y2 ~ L • Eftent #1= 801 ),:1, 30 < 220 mgfL and TSS >30 1150 nv& • Menit #2 = BOD 130 mg& and TSS 30 mglL csT Name (Please Prim) R , ZlLB t2 i Gk~ ~ e fq&q 22G S -ze Address Ulbricht & Ass9ciates S ~ E`va~ «,~cora~d 71 f 7Ne3"`.'~ber ~ Private 2812 1 Oth Ave. Spring Valley, WI 54767 oyp • /o~S • so • a~ oyo • /o~~ • io • ~ c~yo • /~~G • z.o • oaa oyo./o8~- 6-0 •4 &0 oyo•/o96.70• o~ oyo - /oe& • a'o - oaa TODD T.3 J'E ~ STE©T- ' y Z 3 Property ownter Parcel H) # Z-0 ` Fags of Rot Groundsurfametev ft. Depth to Wor _ Soil Rate Appkabon Horizon Depth in Dmnnt Cokw RedoxDesaiptim Texture Structure Consistence Boundary Roots GPM MunseU Qu. Sz Cord. Color Gr_ 5z. Sh. `Etf#1 •Efr#2 a io ilR 3l SQL 2fshk dSGf w Z-F . S r t Z,1 t' i 1 F-] Bowing # s ❑ pit Ground surface elev. ft. Depth to Wnifing factor in. Sod on Rate Horizon Depth Don inant Cdof RedDx Desaiptim Texture Structure ConsWence Boundary Roots GPD ? im MunselF Qe. Sz. CDnt COW Cit. Sz. Sh. •Eff#1 #2 Barg # ❑ ❑ pit Ground surface elev. ft. Depth to factor It Svi Rate horizon Depth Dw*iantColor Redox Oe or"ort. Texture SvgdWm Consistence Boundary Boots In. Munsei< Qu. Sr- Cont Color gg'Sz Sh. 'Efpt1 •Eff#2 a soft F-I #Bodng pit around surface elev. ft. oepift to rRridfttg raetor In. Soli Rafe HOrfzon Depot DmrdrmM COW Redrnc Msafp5on Texttse SW,*" Gon tepee BOUMI ty Roots GPCW Munsev Om Sz. frond. Gr. Sz Sh. •Efflft •Etf#2 Effluent #1 = WD.> 30:S 220 ffV& rW T >30 < 150 mgif. • EOmt #2 = BODs~ 30 nK A. and TSS < 30 mgIL The Department of Commcrcc is an equal oppo nity service provider and employer. if yon need assistance to access services or need material in an alternate format, please contact the department at 608-266-3154 or TTY 608-264-9777. PLOT PLAN WALNUT HILLS FARM. LOT # Pg. 3 of 3 d = Contour elevation lines. 0 = Backhoe Soil pits. 0 = Benchmarks set, maRKED WITH FLAGGED lathes. 1/2" steel conduit pipes. Q = G~1~"' cU~~ SCALE: 1„ 3o l ~o E s ~3 • 34 /00' p0lD a 99,Ga~ F5z Z 13,ooti ~oo,a~ r