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HomeMy WebLinkAbout020-1493-04-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary PertnitNo: 617791 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may he used for secondary purposes [Privacy Law, 5.15.04 (1)(m)]. Permit Holder's NameCity Village Township Parcel Tax No: Urchins LLC I TOWN OF HUDSON 020-1106-90-200 CST BM Elev: Insp. By Elev: BM Description Section/Town/Range/Map No: 35.29.19.423B TANK INFORMATION `y�qS= cj,, .-7-P ELEVATION DATA TYPE MANUFAC RER CAPACITY Septic � � t Dosing Aeration 71 F- IUG1��; 2- TANK SETBACK INFORMATION la� �1�� MMMM .' 601FAIIW11/ISIWIVAIM PUMP/SIPHON INFORMATION MAIN . "ArA-,_,-,. ¢ ■��F�ARW�pp NAM-' `N.A WROMM,I �ASW��AR' SOIL ABSORPTION S BEDFTRENCH Width \ DIMENSIONS 3 SETBACK ISYSTEM TO INFORMATION P/L F JBLDG IWELL g5- 1 %6 1 7 tcx' STATION BS HI FS ELEV. Benchmark 2.2 'p2, (0-10 Alt. BM Bldg. Sewer 1Aj N , SUM Inlet SVHt Outlet ,Z .7 Q5,E; J6, 415 Dt Inlet of Bottom Header/Man. 8. 3 , 8 Dist. Pipe Bot. System ,Z Final Grade 5. St Cover E 3.5 S' T Header/Manifold Disid ion x Hole Size x Hole Spacing VentAMli'F1MRe 5'{�/�.tsht 1 Length is Ppe( Lengt Dia Spacing /V �• ��, SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Y{r Pl u Nr h, Depth Over . Bedrrrench Center S Depth Over Bed/Trench Ed es N� g % lZ Tapt Seeded/Sodded � Yes ® No xx Mulched Yes [W No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: Inspection #2: Location: No Address Available Luc";-5 4-6"4""5 _ y 1 -� C ` 1 / -y- self 1.) All BM Description = �Out ( dW.-S %l 't� �7 � (� �j-OI �1,, (� � � t ✓ "I. 2.) Bldg sewer length= [. %71 27r (,Cpj 1�- ��u N'I�,�- -�6 V /rO vp� Nc(,J V1LtWt1'5. �J - amount of cover = 71 V ./ Pl,i adcU &;y> Plan revision Required? X Yes o Use other side for additional inf matio SBD-6710 (R 3/97) Date Insepctor' r Cert. No. 5)w -;LO 14 140 9 -.1 r. � �- Safety and Buildings DivisionL 201 W.Mastdngton Ave., P.O. BBX 71U S®itary Permit Nonber to be Bled in by Ca) µ 2019 Madison, WI 53707-7162 � I /^ W 1 St f01% Permit Application TrmsecYen N®ber nit DevoUelop fn 38311'2), Wrrs. Ada Cade, Mblan sign of this f� to the epPropoat�yovernmeotel Unit - o ect drise; (if di.&r= tl:m mauing sddras) regoired ptiUa to obtaining a sawUry Pe®l. Noe: Appkcatlon forms for secowncd POWTSabe the Deperoned of Safety and Professional Servim. Persa®l information you provide may be sxon ' I to amordana with the Law, s. 15. 1 m State. �`y 1. 7 f da L 'cation Wm oration- Please print All Infnrmatioe Property (Owner's Name Pwcd 00-11DIo-ID-zero >� Pmpety Oataes MailmgAd&= erty Lmibm ftop s Govt Lot' ✓ ,, //�yti �ppn ,State 7ip Code More Number T(,N: E W Pe of Balding (check all that APO IacN Subdivision Name y I)wrdling-Numbat of ..L BlackM C4-1 f- ,�l .J �Cl !LC �/ ❑ City of ❑ Publ,dConurKreial- Describe Use ❑Stec -Dessrbe Use CSM Number Vrl)age of nOwned 3 1J era- 2`I VA 2`9 M. (Check only one x on line A. Complete line B it7�phadAe) ReTreatmenVHolding Tank Itp OUber MdiScanceto F^ems Syscm(.%pW.) al ❑Patent, Revision ❑(baigcofPtumber ❑PermitTraosfctoNew LiePmiousPcnokNumbwandDareIssued &TwkOdb.D,pI=d OwnerMne oat nent/Devi= Check al that a 1Grotmd Prencitimdtn-Ground ❑At -Grade ❑Mo�d>24mofsuitablesou ❑Mo®d<2Ain.ofsvitabiesoilOther Dispersal Compmrnt (aplm) ❑Pretreatment Device (explain) V. Die rsaVrreatm t Arm Information: Resign Plow (ad) Sou Application Dish Arrs R ' ed ( I)ispasd Area Proposed ( S 1 S 3,S c VL Tank Info CU "=y in Gallons I I Gallons a of Units2 Mmmfwww r1 - 1 �t a m � $ n a C3 - Ni%a New Taft Fria^a Tevls .l r� SepueorAeWmaTads 1b.�gCaembm . VM Besponsibility Statement- It, the awderwaoil, assuR reaponsibility, for fosmlatron of the POWTS ehowa on the atlxhed pros. Plumber's Name (Print) Pl rgoature liffWPRS Nombat B�u/siaeas Phaoe N bat 's Address (Serest, City, State, Zi. Code) Z.ILI- EGG/ .j Y%,&!"Parlmew Use Od AMoved ❑ Patmit Fee Date Issuing Signature $ !Z I1/`! ❑ faDeaal IIL Can fl j a sons for Disapproval `� 1. Septic tank, effluent filter and aCQ,tna. dispersal cell must be serviced / maintain@d - ! as per management plan provided by plumber. G3C.1 2. All setback requirements must be maintained "r-rr--xwaamewepm Wawa rvria sysa>oaw am.00'....-�.,w+v.�r�Ww..•. ®......... .........__.-_ SBD-6398 (K 11/11) M -4 Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 12/5/19 Owner:Dick Stout Location: NW 1/4 NE 1/4 S 35 T29 N,R19W Future Lot 4 Magoo Rd Hudson Manuals Used: In -ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Sectio 4-6. Maintance and Conti n y Plan 7. Filter Cross Section Siqnature_ License number System PLOT PLAN PROJECT Dick Stout ADDRESS 1353 Awatukee Trail Hudson Wi 54016 NW 1/4 NE 1/4s 35 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX SYSTEM ELEVATION 93.5/93.4/ 4' below grade DATE 12/5/19 BEDROOM 6 CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255/1255 LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 1756 # of chambers 67 ,% BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark ,Vent >61, Quick4 Standard of Cover Leaching Chamber with 20.0 ft2 of Area 5.6ftA2/pair of end caps 4' Long 12" Grade at System Elevation B-2 0-4 110' 0— 1-3' X ' cells 182' cell with B-3 <1% Slope B-1 . Scale = 1 /4" = 10' R AR* 196' ko'"' Ll ,ST 28' 4 Bedroom 0' ST 28' Z7 UBedroom Huffcutt 1255 gallons septic tank 50, All piping shall be ASTM SDR 30/34, within Magoo Road 10' of tank, piping shall be ASTM F891 System PLOT PLAN PROJECT Dick Stout ADDRESS 1353 Awatukee Trail Hudson Wi 54016 NW 1/4 NE 1/4S 35 /T 29 N/R 19 W TOWN Hudson COUNTY ST.CROIX SYSTEM ELEVATION 93.5/93.4/93.3 4' below grade 12/5/19 BEDROOM 8 DATE CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255/1255 LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 1756 # of chambers 87 ,`� BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter ❑BOREHOLE O WELL *H.R.P. sameasbenchmark Line ALong Quick4 Standard Leaching Chamber with 20.0 ft2 of Area 5.6ft^2/pair of end caps 2 Grade at System Elevation Itf' <1% Slope 110, 17d 3-3' X 118' cells with >3 spacing B-3 50' Scale = 1 /4" = 10' M. * am Huffcutt 196' 25' Z"t Ll i All piping shall be ASTM SDR 30/34, within Magoo Road 10' of tank, piping shall be ASTM F891 Cross Section of Quick 4 Standard Leaching Chamber Typical cross section for 2 of 3 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 5.6ft^2 pair of end plates To be >1' above grade Finish grade elevation -/ Typical Installation 97.5' Vent i Grade �► QVent 4" A�30/34 Septic Tank a 19 Spacin System elevations: A 93.5' B 93.4' C 93.3' 5' at System Elevation 3-3' X 46' Cells 4' Lone1 1 at System Elevation Observation tube/Vent To be located on end of Cells Same on other end 29 chambers per cell A B C tr POWTS OWNER'S MANUAL & MANAGEMENT PLAN 1LE INFORMATION Owner Permit # IGN PARAMETERS Number of Bedrooms ❑ NA Number of Public Facility Units Estimated flow (average) gal/day I Design flow (peak), (Estimated x 1.5) Z�� slide Soil Application Rate 7 elide /ftz Standard Influent/Effluent Quality Fats, Oil & Grease (FOG) Biochemical Oxygen Demand (BODs) Total Suspended Solids (TSS) Monthly average` 530 mg/L 5220 mg/L ❑ NA 5150 mg/L Pretreated Effluent Quality Biochemical Oxygen Demand (BODs) Total Suspended Solids (TSS) Fecal Colfonn (geometric mean) Monthly average 53o mg/L s30 mg/L 291NA 510r dW100ml \\ iMaximum Effluent Particle Size X in dia. ❑ NA Other NA values aypmai nor am septic carts MUML Septic Tank Capacity ' al Septic Tank Manufacturer NF Effluent Fitter Manufacturer ❑ N� Effluent Filter Model % NAB Pump Tank Capacity Pump Tank Manufacturer ❑ NA Pump Manufacturer 0 Pump Model 113 Pretreatment Unit C] NA ❑ Sand/Gravel Fitter ❑ Peat Filler J CI Mechanical Aeration ❑ Wetland ❑ Disinfection ❑ Other. Dispersal Cell(s) ❑ NA Ground (gravity) ❑ In -Ground (pressurized) ❑ At -Grade ❑ Mound ❑ Drip -Line ❑ Other. Other. ❑ NA Other. ❑ NAI. Other. ❑ NA I Service Event I Service Frequency If tnsped condition of tank(s) At least once every: " "' a' star (Maximum 3 years) ❑ NA .Pump out contents oftank(s) When combined sludge and scum equals one-third (X) of tank volume ❑ NA llrsped dispersal cell(s) At least once every: ❑ month(s) (Maximum 3 years) earls) ❑ NA Clean effluent filter At least once every: o ❑ ern a)Y NA nspect pump, pump controls & alarm At least once every: 0 pie($) NA Flush laterals and pressure test At least once every: ❑ ❑ ear{s) motth(s) NA Other At least once every: 13 moS(s) NA Mier❑ Nf MAINTENANCE INSTRUCTIONS !Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: L31 'Plumber; Master Plumber Restricted Sewer; POWTS Inspector, POWTS Maintainer, Septage Servicing Operator. Tank inspections mk Include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume ombined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal oell(s) shall ,visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surfak The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the for 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 the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wiscom Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment uni land 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 cornpleWn of any service event. Page _ of START UP AND OPERAMN or other chemicals dot For new construction, prior to use of the POWTS check treatment tank(s) for the presence of pure detected have the contents of the may impede the treatment process and/or damage the dispersal cdl(s). If high concentrations 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 nomal highwater levels. When power is restored the excess wastewater will by discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface disc arge of e To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal e within the pump tank. Do not drive or park yehides over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact the area In 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the foilowin i from the wastewater stream may improve the performance and prolong the life of the POW TV antibiotics; baby wipes: cigarette buns; condoms; cotton swabs; degreasers; der" floss diapers; diswfiaclants; fat; foundation drain (sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medical o , ON; Ping POdtt*; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS falls and/or is permanently taken out of service the following steps shall be taken to insure that the system is property and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: e All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. e The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator. e After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space fined with son. 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 gultabie replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systepn. The Treptacerment area should be protected from disturbance and compacom and should not be infringed upon by squirted se.. c ks from existing and proposed structure, lot lines and welts. Failure to protect the replacement area will msutt 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 a not available due to setback and/or soli limitations. Barring advances in POVVTS technology a holding 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 failure of the POWTS a sal and site evaluation must be perfomred to locate a suitable replacement area. if no replacement area a available a holding tank may be irstalledl 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 boomat at the irifrltrafive 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 ANWOR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O� A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE POINTS INSTALLER Name I Phone 7 f ; = ,~ SEPTAGE SERVICING OPERATOR4PUMPERI Hone LOCAL REGULATORY AUTHORITY This document vie drafted In oorpaance with chapter SPS 383.22(2Xb)(1)(d)8,(f) and 383.54(t), (2) & (3), Wiscorwn Adminctrainve CO&L 20140048A F E-Cl, , . Srl , � & t U,ivU-1 SECTION A -A OUR HPROJECTI 4154 123rd STREET CHIPPEWA FALLS, VI 54729 q�� N.P.C.A. CERTIFIED P ANi q 1,250 GAL. LOV PROFILEHPUMP. SEPTIC, HOLDING. 015) 723-7446 • (M) 924-1516 MEMBER OF: N GR GREASE INTERCEPTOR(RHUFFCUTT C 0 n C A E T E. I A C FAX (715) 723-7111 • •wrhuffcuttcon I N a NAIpN�I t A15WN9N PRECAST ATE ASSDOATwS 4' L=J (TOP VIEW) HOOK BAFFLE WARNING LABEL EMBEDDED INTO CONCRETE COVER READS AS FOLLOWS - CAUTION DO NOT ENTER WITHOUT PROPER VENTILATION. COULD CAUSE DEATH... DANGEROUS GAS. NOTE- ADDITIONAL LABEL FOR GREASE INTERCEPTOR. INFORMATIONAL LABEL READS AS FOLLOWS, GREASE INTERCEPTOR 29' ➢IAMETER CONCRETE COVER (TYPICAL) NOTE- THIS DRAWING REPRESENTS A SEPTIC TANK. SEE ACCESSORY B11 FOR OPENINGS LOCATED IN THE TOP OF A HOLDING TANK. 4' GAL. PER INCH = 31.06 DIA. LIQUID CAP, = 1,305 GAL. (MAX. LIQUID CAP. = 1,367 GAL. I (BELOW INLET) I SECTION (TANK BASE, TOP, & COVER) — Ire 5" ouneT� DIA. —f 7 NOTE, AD➢ITIONAL BAFFLE FOR GREASE INTERCEPTOR. DIMENSION EQUALS 1/3 LIQUID LEVEL. (ONLY FOR GREASE INTERCEPTOR) K mm M seem W mD511HpN N' m®II Q 16 mVMI. 6 JO W u Y=y W 111 O U Z C3 .w m jW N CL �aNQ N d O 2 2 1 /. 1 a' I' 1 :A M: r' :1:1 T Vzo owner/Buyer ,• A • ' :t' Y.11' biV 1�4 V 1' • • ' fin 3 construction.) City/State Parcel Identification Number LEGAL DESCRIPTIO JN Property Location jZ� t/ 1/. � �'/. ,S05 � , 4L� T �N R W, Tows of Subdivision Lot # / Certified Survey Map # '� Vol Page # b Warranty Deed # � UP� , Voltne , Page # Spec house O Loot tines identifiable / des / /J`� iw SYSTEM MAINTENANCE AND OWNER CERIMCATION �� Improper use and mamtenimc of your septic system could insult in its prematum failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, it needed, 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 §Comma 93.52(1) and in Chapter 12 - St Croix County Sanitary Ordm rrce. The property owner agrees to submit to St Croix County Planyling & Zoning Department a certfioation form, signuxi 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. Uwe, the undersigned have read the above mequucu=nts and agree to mainlam the private sewage disposal system with the 1 sta lords set forth, herein, as set by the Departrnert of Commerce and the Department of Natural Resource*, State of Wisconsin. Certification stating that your septic system has been maintained most be completed and rehmxd to the St. Croat County Plammi ig Zoning Department within 30 days of the three year expiration daft. Uwe certify that all statements on this form are true to the best of my/our knowledge. I/we am/am the owner(s) of the I property described above, by vi of a 714ramy deed recorded in Register of Deeds Office. / Plumber of ms SIGMA LE OF APPLICANT(S) DATE I ***Any infaimatinn that is misrepnxented may result in the sanitary permit being revoked by the Pla—in& ZOnW Department 'rs Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if refore ere is made in the warranty deed 17: AU, -.1 yl IN T STATE " 4" �054• 201.z9 C - n LOT 2 - M VOL 2 PG. 14, DOC. #1 822 I SUMMER PRAT E ® ------ OT3 LOT 0 LOT ® / LOT 3 LOT 2 `. LOT 4 Fr. 3.00 AC. / 130712 S 3.00 AC. / 130860 SQ.FT. I 3.00 AC. / 13093 -SO;FT. LOT 1 / . ` _..2 FAMILY 2 FAMILY AMILY I 3.01 AC. / • / 131254 SOFT. / I 2 FAMILY W278 72. -AG 000 � i 07'�D 5�2a19 Wi Departrnerit of Commerce Divis of safety and "rips, Cod Page _ of ni acuxrrance with Comm B5.Wiis.Adm. a Attach complete site plan on paper not less than a 112 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 irdormation you provide mey be used for secondary purposes (Privacy Low. s. 15.04 (1) (m)). County 1 Pam I.D. ( 76 l 2 Re vie by Date I or Property Owner Ck 1( Property Location Gow. Lot 114 114 S' 572, ct N R C (a Properly Owner's Mailing Addressff cu4C� Tf Lot it Block # Subd. Name or CSM# (t I pr S� w r Pr City state Zip Code Phone Number ( ) ❑ City ❑ Vil ge I*}Sown Nearest Road is Construction UseoResidential / Number of bedrooms 2 Code derived design flow rate / oD-r77� GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material _3Z.t ,Vc''✓.LQ-ti Flood Plain elevation 0 applicable N ft. General comments and reconvi Wations: qZ .� System Type It-0 a, fe{At System Elevation 3 . J / 31 J F 1-1Bourg Boring n�n tar pit Ground surface elev..I]----)— ft. Depth to limiting factor C� in. Soil Application Rate Horizon Depth i1. Dominant Color Munsell Redox Description Ou. Sz Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1fF 'E1f#1 'E 7 n �- )1 n ' b� Boring # ❑ Boring pit Ground surface elev.ft. Depth to limiting factor 9 inn. Sad Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Cu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDMF 'Eft#1 •Eff#2 Z �l'JL7 'r. z li n � -f— � z •- 1\ D' ' Effluent #1 = BOD. > 30 < 220 mg& and TSS >30 < • Effluent #2 = BOD. < 30 mgtL and TSS < 30 m9IL CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54 715-246-4516 7. ME Property Owner Parcel ID # Page —of Boring ❑ # Boring 9 -� pit Ground surface elev. r l n. Depth to limiting factor 1 C7 in. SoiI Application Rate Horizon Depth in. Dominant Color Redox Description Cu. Sz. Cont. Color Texture IStructure Gr. Sz. Sh. Consistence Boundary Roots GPDRf 'Eff#1 'Eff#2 nnMunsell t � 8- 32- •; � � �� t? _ �i17 L El Boring # Ground surface elev. R. Depth to limiting factor in. ❑ Pit Soil Aodication Rate ®®� _ Cont, ®®®®® Effluent #1 = BOD, > 30 < 220 rng/L and TSS >30 < 150 mg& ' Effluent #2 = BOD, < 30 mgA- and TSS < 30 mg1L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an altemate format, please contact the department at 608-266-3151 or 77Y 608-264-8777. We 83"(x.61e) Property Owner Parcel ID # Page of Boring # ❑f'/l Boring 9 9' pit Ground surface elev. 77ft. Depth to limiting factor ' in. Solt liration Rate Horizon Depth in. Dominant Color Munsell Redox Description Ou. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM 'Efff#1 •Eff#2 ` © Depth/ Soil Application © MOM WON Mr4M MAN I ❑ Boring # ring1-1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Apdiration Rate Horizon ')epth in, Dominant Color Munsell Redox Description. Cu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD#f -Eff#1 I -Eff#2 Effluent #1 = BOD, > 30 < 220 nVL and TSS >30 < 150 mgA- ' Effluent #2 = BOD, < 30 mgrL and TSS < 30 mgf- 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. sao-eno ta.uoor Soil Test Plot Project Name Dick Stout Address 1353 Awatukee Trail Hudson Wi 54016 Lot 4 Subdivision Summer Prairie N W 1/4 NE 1/4S 35 T 29 N/R19 W ❑ Boring O Well PL Property Line BM or VRP Assume Elevation 100 ft. UM #226900 12/5/19 Township Hudson County ST. CROIX Top of survey iron System Elevation 93.5/93.4/93.2 *HRpbame as i3encnmark