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HomeMy WebLinkAbout020-1067-40-000 (2)Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM verl.y. St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: GENERAL INFORMATION (ATTACH TO PERMIT) 617862 State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)) Permit Holders Name: City Village Township Parcel Tax No: ROCK ROBERTS I TOWN OF HUDSON 1 020-1067-40-000 TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic / Dosing Aeration TANK SETBACK INFORMATION TANKTO P/L WELL BLDG. Vent to Air Intake ROAD Septic tX,S Dosing Aeration If PUMPISIPHON INFORMATION Manuf r Demand Model Number TDH Lift Fri oss System TDH Ft For n Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM '92. CV%r4w1% rs ELEVATION DATA STATION BS HI FS ELEV. Benchmark 1 • $ p � .O o0 Alt. BM Bldg. Sewer SVHt Inlet St/Ht Outlet S ; Z 44 b Dt Inlet Dt Bottom HeaderlMan. T I ID q Dist. Pipe Bot. System ,5 Final Grade 3.0 'l8. B F CO~ Z •-s 19.5 F;14r iiwk Z 1 S p o ? , BED/TRENCH DIMENSIONS W dth�7 S Len No. Of Trenches 2- PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO JPIL BLDG IWELL LAKE/STREAM LEACHING CHAMBER OR UNIT Manufacturer Ty Of System: ��77 tiLy -7 01' ��// 5-!' ` Model ,G`G%4S v�atre� DISTRIBUTION SYSTEM Header/Manifold IDistribution x Hole Size z Hole Spacing Vent to Air Intake I !. Pip s Length Dia_ Leng Dia Spacing SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only Depth Over y Depth Over rx Depth of xx Seeded/Sodded xx Mulched Bedrrrench Center OC Bedlrfench Edges . Z � Topsoil $ Yes 0 No � Yes Q No COMMENTS: (Include code discrepancies, persons present, etc.) Location: 826 BADLANDS RE)3 `t'7' 1.) Alt BM Description = (pip - 2.) Bldg sewer length = �x�\�\ - amount of cover = �F T� Inspection #1: Li (0 � Inspection #2: l� �lriii Plan revision Required? ❑in Yes to I "t `) t I � 1 1651 Use other side for additional information. � 'l. _ _ 1 `��31� S8D-6710 (R.3197) Date In pc ors Signature Cart. No. SPfJJ9to;1-o -o(49Co Industry Services Division County C o 1400 E Washington Ave L,)L 9 ` 2UCU a P• x 7 2 Sanitary Permit Number (to be filled in by Co.) Madiso -71 r I T O community Develoftfitiry permit Application Slate Transaction Number �^ N accordance with SPS 383.21(2), W is. Adm Code, 51MmLSeian of this form to the appropriate governmental unit project Address (if different than mailing address) is required prior to obtaining a sanitary permiL Note: Application forms for sin a -owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy law, s. 15 1 m Stats. 1. Application Information - Please Print All Information Property Owner's Name Parcel #1 , ooZo _ Proper Owner's Mailing Ad Property Location 2bGovt. Lot�, ,/) a ''I j Section 4 Ci rate pCode Phone Number retC on T � N; R E 1. pe of Building (checka6 that apply) Lot # / Subdivision Name or 2 Family Dwelling- Number of Bedrooms l Block # ❑ Pubiic/Commeroial- Describe Use ❑ City M ❑ State Owned- Describe Use CSM ❑ Village of Number 35-11L s P14nemof III. Type of Permit: (Cheek only one box on line A. Complete line B if applicable) A' ❑ New System (dReplacement System ❑ Tratment/tiolding Tank Replacement Only [I Other Modification to Edsting System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Perout Number and Date Issued Before Expiration Owner IV. 37ypt of POWTS S atcmlCom nent/Device: Check all that apply) Y�ilpl-pmsstnrlzedln-Ground ❑ Pressurized N-Ground ❑ At -Grade ❑ Mouth>24 in. ofsuiuble soil ❑ Mound <24 in. of suitable soil ❑ Hoding Tank ❑ Odrer Dispersal Component plain) F A ❑ Pretreatment Device (explain) V. Dig raaUTreatment Area latormatio `Dlspersni Design Flow (gpd) Des So Application sf) Dispersal Area Required (s Area Proposed (st) System�Elevatio 6 1p a s VI. Tank Info Capacity in Gallons Total Gallons # of Units Manufecturer a / S u A �ts '= o �a �U p 2 g A $ iiU �' a New Tanks Existing Tanks in" Septic or Folding Tank Datong Clamber VIL Res ensibility Statement- 1.4be undersigned, assu responsibility for installation of the POWTS shown on the attached plans. Plum ame(Print) Plumb g a:ure MP/MPRS Number Business Phone Number azt5 grrn 1711 = , Plumbe 's Address (Street, C tat Code) 7/� �!y % O 7- Vin.-county/Dcpartment Use Only XAPproved Disapproved Permit Fee e ed I u' gAgent Signtv ` S� �f ❑ Owner Given Reason for Denial �� IX. o �'WasnfAu ral/Reasons for Disapproval S 3) "" 1-rSaepticMc tank, effluent filter and 7 T" S : f{ V C-IIt ^ S 5�4� s�1 dispersal cell must be serviced !maintained as per management plan provided by plumber. auto ec ST-' 2. All setback requirements must be maintained LFi J Im as perapplirabletadhFordir191ar8aysfor the system �ub ,ato . the -County ronly pa root'/I/esen,Rf IIIncC In11r� bkA C& SBD-6398 (R. 08/14) System PLOT PLAN PROJECT Rock Roberts ADDRESS 826 Badlands Road Hudson Wi 54016 SE 1/4 SW 1/4s 24 /T 29 N/R 19 W TOWN Hudson COUNTY ST.CROIX SYSTEM ELEVATION 93.7/93.6 6' below qrade 3/28/20 BEDROOM 3 DATE CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32 BENCHMARK V.R.P. Top of septic tank cover ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL -H.R.P. same as benchmark Badlands Road Scale is 1" = 40' unless otherwise noted Vent jc0��11 >6„ Quick4 Standard of Cover Leaching Chamber with 20.0 ft2 of Area 4' Long 12„ 5.6ftA2/pair of end caps Grade at System Elevation dl<lo valve is being installed, reason is that all of the run-off from the surrounding area is filling up the existing drainfield. Well 20 Existing 3 Bedroom house Scale = 1 /4" = 10' 2-3' X 66' cells with >3' spacing Vents B-2 F n 1% Slope B-3 11110111 25' J55Filter T B20, 35' 250' Vent failed system All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 O ` Property ye'� Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 3/28/20 Owner:Rock Roberts Location: SE1/4 SW1/4 S24 T29 19N,R19W 826 Badlands Road Hudson Manuals Used: In -ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4-6. Maintance an ontigency Plan 7. Filter Cross S n Sianature License nd4er #226900 PROJECT Rock Roberts SE 1/4 SW 1/4s 24 /T 29 System PLOT PLAN _ ADDRESS 826 Badlands Road Hudson Wi 54016 N/R 19 W TOWN Hudson COUNTY ST. CROIX SYSTEM ELEVATION 93.7/93.6 6' below grade 3/28/20 BEDROOM 3 DATE CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 If of chambers 32 `, BENCHMARK V.R.P. Top of septic tank cover ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark Badlands Road Scale is 1" = 40' unless otherwise noted Scale = 1 /4" = 10' 250' Vent >6„ Quick4 Standard of Cover Leaching Chamber with 20.0 ft2 of Area 2-3' X 66' cells with >3' spacing 5.6f A2/pair of end caps 4' Long 12 Vents Grade at System Elevation 34" B-2 dl�o valve is being installed, 1 % Slope reason is that all of the run-off from the surrounding area is filling up the existing drainfield. 60' � Well Vent 5' 20' 25' B-1 25' 25' 40 Existing 5 Filter Tank Bedroom B.M.* house 5, 20' T 35' failed system All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 Property Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 5.6ft^2 pair of end plates Typical Installation Vent PC/ Grade 4" &�30/34 Septic Tank 5' Lone t 5' Grade at System Elevation Spacing 5' To be >1' above grade Finish grade elevation 96.7' Went 5' Lonjz t at System Elevation 2-3' X 66' Cells Same on other end Observation tubeNent At end of cell A B 16 chambers per cell System elevations: A 93.7' ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Addrt Property Address ---`� (Verification required from Planning & Zoning Department for new construction.) City/State Parcel Identification Number e ,'* Q —ItI7 7� f V —LT72 LEGAL DESCRIPTION Property Location `/< , s tJ t/a ,Sec. , T Z� N R-Ul W, Town of Subdivision — Lot # Certified Survey Map # Warranty Deed # 351 I,kS 457 to ,r Spec house yes A Volume 3 Page # _6 n Volume M _ , Page # 1 2r Lot line:, identifiable es 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, itneeded, by a licensed pumper. What you put into the system can affect the function 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 & Zonng 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 (if necessary), the septic tank is less than 1/3 full of sludge. l/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 this form are true to the best of mylour knowledge. I/we amlare the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms� 12—W. SIGNATURE OF APPLICANTS) 3 kged4 v DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Departmem. s*s 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. 08105) POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page _of_ ILE INFORMATION Owner ZQ_'_' "Z Permit # T O Z DESIGN PARAMETERS T O Number of Bedrooms 3 ❑ NA i Number of Public Facility Units DNA i Estimated flow (average)CTV uda i Design flow (peak), (Estimated : 1.5) !� altda Sal Application Rate alida /ftZ Standard Influent/Effluent Quality Monthly average* Fats, Oil & Grease (FOG) 530 mg/L Biochemical Oxygen Demand (BON) 5220 mg/L ❑ NA Total Suspended Solids (TSS) <150 mg/L Pretreated Effluent Quality Monthly average Badiemical Oxygen Demand (BODs) 530 mg/L Total Suspended Solids (TSS) 530 mg/L ❑ NA Fecal Cofifonn (geometric mean) 510° clu/100ml [Maximum Effluent Particle Size Is in dia. ❑ NA Other. ❑ NA *Values typical for domestic wastewater and septic tank effluent NIAINTENANCE SCHEDULE SYSTEM SPECIFICATIONS Septic Tank Capacity al El NA Septic Tank Manufacturer ❑ NA Effluent Filter Manufacturer ❑ NA Effluent Filter Model // 0 NA Pump Tank Capacity I NA Pump Tank Manufacturer NA Pump Manufacturer NA Pump Model NA Pretreatment Unit lb NA • Sand/Gravel Firer ❑ Pest Filter d Mechanical Aeration ❑ Wetland ❑ Disinfection O Other. Dispersal Cell(s) ❑ NA ?djn-Ground (gravity) ❑ In -Ground (pressurized) 0 At -Grade ❑ Mound 1 J Drip -Line ❑ Other. Other. ❑ NA Other El NA Other. ❑ NA Service Event Service Frequency [Inspect condition of tank(s) At least once every: m°rr s(e) (Maximum 3 years) ❑ NA [Pump out contents of tank(s) When combined sludge and scum equals one-third (ye) of tank volume ❑ NA Inspect dispersal cell(s) At least once every: qmonths) (Maximum 3 years) 3 0-year(s) ❑ NA (Clean effluent filter At least once every: month(s) earia NA nspect pump, pump controls & alarm At least once every: 11 month(s) NA I -lush laterals and pressure test At least once every: 13 month(s) ❑ year(s) NA other: At least once every: 13 month(s) NA �ti er: NP. MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: actor (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 =mbined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal oell(s) she# 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 fatting 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 the 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, mecihanical 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 40 days of completion of any service event. Page _ of _, START UP AND OPERATION Painting products pr olh� chemiCaFs that For new cde the prior Pr use Of the and/or damagcheck e tied treatment tank(s) If high for the concen ations are detected have the contents of the may impede the treatment Process 9a nspersa ( tank(s) removed by a septage sec Add 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 cell(s) and may result in the backup or surface to �hargeof power the avoid this situation have the contents of the pump tank removed by a septa" Servicing Operator prior 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 POWT$: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers: dis'snfecards; fat; foundation drain (sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil, Painting PrOduc4s; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails ardfor is permanently taken out of service the following steps shall be taken to insure that the system is prope1Y and safety 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 property disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space fined with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code cornpndrd replacement system: ❑ A suitable replacement area has been evakuated and may be utilized for the location of a replacement soil absorption system. The replacemant area should be protected from disturbance and compaction and should not be inhfnged upon by requiljed setbacks from existing and proposed structure, lot lines and welts. Failure to protect the replacement area will result in the neled for a now soli and site evaluation to establish a suitable replacement area. Replacement systems must comply with the ruleff in �( e''fiect at that time. suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a / bolting tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon fwWre of the POWTS a soil and site evalua*on must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed) as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the bkomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. «WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANI c UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE ADDITIONAL COMMENTS o.. ji�j- Elm IN SEPTAGE SERVICING OPERATOR P MPER LOCAL REGULATORY AUTHORITY Name FName v y Phone — Phone This document was drafted in compliance with chapter SPS 383.22(2)(b)(t)(d)a(f) and 383.Wl), (2) & (3). Wisconsin Administrative Code. ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF AN EXISTING SEPTIC TANK This is to certify that I have inspected the septic tank presently serving the F`��jp„�j residence located at: S IN Section Z TZ�? N, W, Town of Upon inspection, I certify that I have found the tank and baffles to be in good condition, and it appears to be functioning properly. , ;mast time serviced:.. 429yel/ % SWAl pia 01-0 Did flow back occur f om absorption system? Yes No (If no, skip next line) Approximate volume or length of time: gallons minutes Capacity: /00_0 Construction: Prefab Concrete_ Steel Other Manufacturer: (If known)=114411/Yxy� Age of (If known); UAAA6"� ( 6iat-ure) (Name) Please print (Title) (License Number) Date Form to be completed by licensed plumber (s.145.06, Wisconsin Statutes) or Licensed Disposer (NR 113 Wisconsin Administrative Code) Plumber (applying for sanitary permit) Certification: In accepting the above statement rega condition, I certify that the tank to t) conform to the requirements of ILHR 83, inspection openinc ver outlet baffle Nam �u Sig natu existing septic tank of my knowledge will Adm. Code (except for MP/MPRS_.ZZ6�� P A I D L c>'O C Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT Page _ of in amoruanov wnn k rn oil, vvrs. morn. w e Attach cornplete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal in/ormatvm yov Pnrvvde may be uwd for wcWW" purpmee (Privacy Law. S. 15 e/ (1) (m)l� - -- county C PaI✓ m D. (' C j-. % o = b a wed by Date �I / Properly Owner 41 .r � - 2/ - j Property Location? Gcvt. Lot � % 116 tJ/4 S Z V T N R i E ( ) W Property Owners Mail'- I JQ Lot #/ i Block # Subd. Name or CSM# City Statep, Zip Code Phone V ' ( ) ❑ City YI Town Ne rest Road � New Construction Use61�-Qesidenfial / Number of bedrooms -7> Code derived design flow rate ��J-7.% _ GPD eplacement ❑ Pu�bli ro/olnmerclal-Describe: Parent material /, cv-!/ — Flood Plain elevation if applicable General mrtmenfs �G -z and recommendations: r System Type System Elevation ? 3 e a El 8 # "-PitGround surface elev. , ft. Depth to limiting fa or 6 i./ ' FgW—Appimabon Rate Horizon Depth In. Dominant Color Munsed Redick Descrip8al Ou. Sz. Cont. Color Texture structure Gr. Sz. Sh. Consistence Boundary Roots GPDM 'Eff#1 •Eff#2 •� ,? Z 93•�y # Boring 9q Boling FA Pit Ground surface elev. 7 ft. Depth to limiting f or Sod ication Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Sz. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM 'Eft#1 I 'Eff#2 < '93• 0 ' Effluent #1 = BOD, > 30 < 220 mWL and TSS >30 < 1 V25X ' Effluent #2 = SOD. < 30 mg& and TSS < 30 mgfL CST Name (Please Print) ature CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 5406/�-// 715-246-4516 C� Property Owner _ Parcel ID # Page —of Bv 0 ft. Depth rrer�r.M�rrMMWAW ©cMM89�r1 M■ F&nMA/ 02MMIN NOW0.0 : _ .:... M ffimp Effluent #1 = BOD, > 301220 rnWL and TSS >30 < 150 mgA- • Effluent #2 = BOD, < 30 rng& and TSS < 30 mg& The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBP83M nt.rruq Property Owner_ Parcel ID# Page _of_ Pit Ground surface elev. /�v / ft. Depth to limiting facto _///7— in. Soil licafion Rate Horizon Depth in. Dominant Color Munsell - Redox Description Qu. Sz. Cont Color Texture Stricture Gr. Sz. Sh. Consistence Boundary Roots I GPDMF -Eff#1 I •Ef#12 -� 5 6 z C ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil imtion Rate Horizon Depth in. Dominant Cola Munsell Redox Description Qu. Sz. Cont. Cola Texture Structure Gr. Sz. Sh, Consistence Boundary Roots GPD/fF 'Eff#1 •ER#2 ❑ Boring # ❑Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sod Applicabori Rate Horizon ')epth in. Dominant Cola Munsell Redox Description. Qu. Sz. Cont. Cola Texture Stricture Gr. Sz. Sh. Consistence Boundary Roots GPO/fF 'EO#1 •Eff#2 A I ET— Effluent #1 = BOD, > 30 < 220 rg/L and TSS >30 < 150 mgrL • Effluent #2 = BOY, < 30 mg/L and TSS < 30 mg(L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TIY 608-264-8777. sau-83M (RM) Soil Test Plot Plan Project Name Rock Roberts Address 826 Badlands Road Hudson Wi 54016 Lot 1 Subdivision --------- SE 1/4 S W 1/4S 24 T 29 N/R19 W Boring Q Well PL Property Line B or VRP Assume Elevation 100 ft. E-M-TISDI11 Date Township Hudson County ST. CROIX Top of septic tank cover ystem Elevation 93.7/93.6 *HRpSame as Benchmark Rarlland- Road