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008-1088-40-200
r~ Wisconsin Department of Commerce ~ .. PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s 15.04 (1)(m)]. ~~/S ' ~D 7- Z5 Permit Holder's Name: City Village X Township Bechel, Richard & Am Eau Galle Townshi CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic /a~a Dosing ~~~ Aeration ~; Holding , TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~~ ~ ~ ~~ ~ ~ i ~~ ~ ~ Dosing ~~~ "7 .~ Zr `'T~ ' ~~ i ~- Aeration Holding PUMP/SIPHON INFORMATION Manufacturer ~ ~ (} L x Demand GPM Model Number ~~ t7 Q IaQ ~~ TDH Lif[rp ~ ~ Friction` o;s~, System Head d TDH,~ t I b~ Forcemain Length, ~ i Dia. ~ II Dist. to well ~ ~~ SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. CrOIX Sanitary Permit No: 430648 0 State Plan ID No: z~ ~ _ Wit. ,e.#) Parcel Tax No: 008-1088-40-200 Section/Town/Range/Map No: 31.28.16.4688 STATION BS HI FS ELEV. Benchmark ldZ_GU /03. ~~ Alt. BM ~ ~~;1 to /QZ Bldg. wer ~tb,2S'r (0.2$~/ SUHt Inlet ~~ t~~-r TJ SUHt Outlet Dt Inlet Dt Bottom /~ 3 `~~. ~ Header/Man. ~' ~ /~ J Dist. Pipe 1. 4~ ~/~ ~iJ Bot. System t , t n,a-~ , r- . b Z . V ~ , rdb Final Grade I ~-dow /11Z.1~ St Cover t>~ A ~-2 w.~,,l~ ,~.~1~ ~~>~ 9 q ~ ° 2 (~ w~u.whacp. o„cr ~u.uxo~J I c5C) . Io BED/TRENCH Width , Length No. Of Trenc PIT DIMENSIONS No. Of Pits Inside Dia. DIMENSIONS ~ ~\ V SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHI Manufacturer: INFORMATION CH R OR Type Of Syst : ~ ~~ ~ ~! UNIT Model A DISTRIBUTION SYSTEM l9U ~ Header/Manifold „ L ~ ~ Distribution L t 3~~~~ P ~ ~ ~ ~/~ x Hole Size / 1l~ x Hole Spacing ~~ Vent to Air Intake ~~21 ength _Dia_ ength Dia Spacing SOIL COVER x Pressure Systems Oniy xx Mound Or At-Grade Systems Only Depth Over ~ Bed/Trench Center ~ ~ Depth Over Bed/Trench Edges ~ xx Depth of Topsoil I ~ xx Seeded/Sodded - Yes ~°= No xx Mulched `Yes No 1~,~~,Q ~~ COMMENTS: (Include code discrepencies, persons present, etc.) Inspe 'on 1: ~/~~_`/' ,, Inspection #2:~/ ~~ d~~ Location: 2118 Pierce/St. Croix Road Baldwin, WI 54002 (SW 1/4 SW 1/4 31 T28 L ~~; - ~ Parcel No: 31.28.1 .4¢86 ~- 1.) Alt BM Description = e ~-~~ 2J Bldg sewer lengt =/35 t~c~-JAS ~ ~~. ~^'- \ ~_-_~ f ~ ~p~. ~t.~"`t~\"'°,p'2 --vim - amount of cover = ~ a.l~ ~ ~ ~ ~ aid ~ ~o~k.~ 6~ Plt,w~,,.~ `. s~ ~~_ c ~ ~ . ~:~: .w. Plan revision equire~lc'?'-~""~ es 1.="}~1.5ar1 i ~ ; ~~? ~~ ; ~ 3.l .~~y I ~ "'kk" J Use other side for additional information. I 1 ~ ~~ `L.r l ~ _J L _ _ SBD-6710 (R.3/97) IBS _ Date w~ C~eC fA(v~_.~~ RECEIVED Safety and Buildings ` ` ivisi ~ ~ ` ~ ~ 201 W. Washing ton Ave., .O. Box 7082 ~ ) ~scons~n De artm nt f C Madison, WI 5370 (608) 261fi5 - 70~2T CROIX 6 ZONING t Penn 0 FICE t Number (to be filled in .c.! ~ /_ ~ o.) e o ommerce / (! Sanitary Permit Application State Plan [.D. Number [n accord with Comm 83.21, Wis. Adm. Code, personal information you ~ / ,, ~ ~ lf' maybe used for secondary purposes Privacy Law, s 15.04(1)(m) O Project Address (if different than mailing addre s) s I. Application Information -Please Print All Information ~ I 1 ~ Pl~ ~~~ ~J W Property Owner's Name ~ ~G~ n ~ ` ~ e~ ~ ~ Parcel # Block # d~~=Z~- Property Owne/r'~s Mailing Address (~ ~ ~ i3Q P/eLt~2. st. 1..~70)~ oa P~ro`p1eart/y Location J yV y ~ ~ '/ Section ~~ City, State tt II // t(~D rt7 VV ~ S Zip Cod/e'~ ~ V ~ Phone N/u~mberU j '~` 7~ ^ V` ~ 4 J ~ ~/'U ,, ., / C /~ .I' ~ N; R /~(ci ole~ I ~ ~ Vd~ ~ ` II. Type of Building (check all that apply) ~~ i bdi i N CSM N S b ~1 or 2 Family Dwelling - Number of Bedrooms ~~~~ ~~~ v s on ame u er 2um ~ ~ ~ ~~ ^ Public/Commercial -Describe Use I _ ^ State Owned -Describe Use ~ ~ 5T /~ ^City_^Village ownship of V l~ P~ III. T ype of Permit: (Check only one box on line A. Complete line B if applicable) A' ew S tem ys ^ R lacement S stem ep y ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. T e of POWTS S stem: Check all that a 1 ^ Non -Pressurized N-Ground ~jvtound > 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ D ' Line avel-less Pipe ^ Other (explain) F ~ V. Dis ersaUTreatment Area Information: ~h ~ Design Flow (gpd) Design Soil Application Rat gpdsf) Dis e 1 Area Requ' ed (sf) Dispersal Area osed (sf) System Elevation VI. Tank Info Capacity in Gallons otal Gallons~0 i 'Number of Units Manufacturer U~ sl/m ~~ ~ ~ Prefab Concrete Site Constructed Steel Fiber Glass 1'-astic New Tank Existing Tanks / ~Y Septic or Holding Tank Aerobic Treatment Unit Ibsing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Pium 's Name (Print) Plumber's Signature ~' MP/IviPRS Number o yq ? Business Phone Number D s~9y 3a8" ~ e s~ ~, ~z 6~3 ~ r~ Plumber's Addres (Street, City, State, Zip e 6 5' Ch ~ C I >~©--1~, his 5 D 1~ VIII nun /De artment Use On Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater Surchazge Fee) ~f' ~ ~~ /~ " Date is ed (~~ O ' suing Agent ignature mps) , ^ Owner Given Reason for Denial P 7 IX. Conditions of Approval/Reasons for Disapproval ~ !~ •S L ~ ~ 1~~~,rv5 ~.. ~- /~~ ~S~'STEM OWNER: / /63) Q/~CQ !ten -~~~~-G~f'I %'~'~ 1 Septic tank, effluent filter and ~l~ liyl. ~3, S2i /~/ dispersal cell must all be serviced /maintained s,r~p~cc~-1'~ ®'Lirrt~/~/~~~~ as er man t l U _ _ . p agemen e an provided lay oT>ulxlber ~~~ 2. All setback requirements must be maintained ~/vl) .S/~CCT/C' ~jn~jl~-7~ -~~,( as per a licabl d / di pp e co e or nances. v `,yl ,~ Y(~~ ~) U~~ Attach compkte plans (to the County only) for the system oa r not kss thar~l/2 : 11 inches In sift SBD-6398 (R. 08!02) ~~ C/~!/l2 /~ ~ ~ ~ u? ~~~`C~i~/na~-~ `~° C'd G~ht Pace 3 of 11 ^ B1 ele 100,8 „A ~-- ~~ Off- J " , ~ ~ ~~ ~~ ~~ Post at Contour Grou elevntic~tOt) Top of F elevation 103,86 `~~~ (, ~~Gu~ O Post at Contour Groun elevation 100 Top of Pc elevation 103,14 1~1~'ti2civ~.~ ~ S~x~~-#~ 1n-, (;K~ Post at Contour Groun ~`.~ elevation 100 Top of Po elevation 2 B2 ele 97,1 B3 ele 94,0 0 20 40 1"=40' IIUV" (~ ~V ~- ~ 1 ,~~ ~. rrt _~~! ~w W rb `~~ +o ~ ~- ~~~ ~~ ~~$~ ,~, ~. ~ ~r t4~ `/q~" t [~t~°",s ~r~ \;~" i. `b~ ooa ~v oC 140' 1.-0~ ~~ g h o ~~~~ 1 a~ ...,,,y......., _ ..,_,....._ :.~_,. _._ ~, isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce. state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary December O1, 2003 CUST ID No.220499 BRUCE ALLEN WEBSTER WEBSTER PLUMBING & ELECTRIC N36S9 CTY RD C ELLSWORTH WI 54011 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 12/01/2005 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Rich Bechel Residence Pierce St Croix Rd Town of Eau Galle, 54028 St Croix County SW1/4, SW1/4, S31, T28N, R16W FOR: Description: Three Bedroorn_Mound System Object Type: POWT System Regulated Object [D No.: 932329 Identification Numbers Transaction ID No. 946261 Site ID No. 668704 Please refer to both identification numbers, above, in all corres ondence with the avenc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The subtittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • Per manual cited above, limited activities are allowed in the area 1 S feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 2S feet from any POWTS tank, and a minimum of SO feet from the absorption area. chs. NR 811 & 812c • 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. APPRI SEE • 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. Stat • Comm 83.22(7) 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. BRUCE ALLEN WEBSTER Pave 2 12/I/03 Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the PO WTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 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. 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. ] 2(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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state. w i. us Fee Required $ 17.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 RECEIVED arc - ~. zoo3 SAFETY & BLDGS DtV. Y~ ~ ~'~~ ~ FY r- r, ~, ~o ~~'~ J uV Co~ne,~ 6 ~ £OlbZ1 T i Z a$gd (~; c~ ~~,~ ~~ ~ s ~~~ ~~r ~-~ ~ ~~ ~~~~ t cv~~ ~~x R~~~ S' ~- ~ ~v~ ~~ ~ J~iJ) ~ec;.~,e ~~~ CII~ Tw~S~P iI~.LSfi3M N3'I"id 3~f12ig Mound Plans for Rich Locateol in SW of SW T 28 N R 16 W Town of Eau Galle Page 1 Title Page Page 2 Plot Plan 1a=80' B e c h e l SgFF N9FCF,GFO sec 31 ry~~`oGcf'3 °~v County St Croix Page 3 Plot Plan 1" = 40' Page 4 Cross Section & Plan View Page S Dist Pipe Detail Page 6 Tank Detail Page 7 Pump Curve Page 8 Syntex Filter Detail Page 9 Maintenece Plan Page 10 Maintenence Plan Page 11 Pump Chamber ~ ~ "°3 d~l~~ ~ti~~~- ~~ ~~, ~~ ~~~fy ~~~ .AN MMER~~ CDIA-~ ~QN pEN ~o~ n a.'~ m ~ 0 o ~p x ,+. ~o`K 0 P 0. to A A ~0 b 0 A •'9 o 9 ~ O QQ ~ ~0 O pppppp ~ N ~ h~g,' `t OGh ~X <Y '4 79 ~ SSh A CY °°~ _ h 37 Q .0 jo °c3 tl r CC N + g V7 U~ P S Mi ~~ D ~~ -pC ~C "O N d ~ Q ~ 3 .t ~ N Q fi ((/Y/'~ ~J/}J~ V m m O m °o ~ m ~> F-~ Page 3 0~ 11 B1 ele 100.8 ch- our Grou Top of F 86 6 (~s ~ ~~~~ cur Groun fop of Pc 4 ~~~~ ur Groun op of Po $3 ele 94,0 ,. Cross section Of ~QUI~ICI ~ Agregate d 3 E "°""d Sar H F~GUR % Slope ~~"' Plan View of Mound I~ __ L Page 4 of 11 G Lateral discharge @ 101' ~. 104' ~ D ContoU @ Plowed La ~~ o ~n~~ Turnups at end of laterals with threaded n plug B J ~ O For e Main O I A= 6 I~= 0,5 B=80 E= 0.74 K= 7,5 E= 0,8 L=95 G= 0.5 J= 5 H= 1,0 I=13 W=24 Min supply Pressure 5.0 X 1.3 = 6.S plus 0,5 syr,tex Backflow 90 X 0.163 = 14.67 Max dose 450 / 5 + 14.67 = 104.67 ~ K 0 ~~ o a \~ ~ s ~~ '~\ .~ ~m " o'g~ n ~, ~- r ~u-4- ~~~ ~~ ~> ~~ ~G ~~ b~ ~ i a SU! i F a ?~ ~ ~, ~ i O O ~ 3Q,~++ ~ Q ~ .C N ~ ~ ~ ~ ~~~ ~3 -F+ fl O a L O W r 6 ~~/ ~~i ~ X Last Hate Neo.r Turnup 44 1~8" holes C 0.41 gpr~ per hole 18,4 rein dose Hate req Page 5 of 11 X 2 P = 39,4' S = 3' X = 45 inches Hote Diameter 1/8" Lateral Diameter 1 1/4" Manif otd Diameter 2 inch Force Main 2 inch Hotel per Lateral 11 Invert Ele Laterals 101' Cor~l~o 1000 Septic 650 gad Pump Cover within 6' of grnde wnrninp lnbel req N 4- C3 l~ 0 u~ m ~, n, ~a Su Page 6 of Approved Locking nnnhole cover with warning lnhel req nln 4' nbove ground Q Q~ 3 4- Q C+.. ~ ~ A Q~ ..~ 1000 gal septic o Ln `o block '~'~ Manufacturer Weiser Size 1000/6S0 Comloo Alarm Manufacturer Level Arm Moolel # DL V Switch Type Steel Ball Pump Manufacturer Gould Model # EP04 Min Discharge 18.4 GPM Verticle Lift 10,0 Min Supply Pressure 7,0 Friction Loss 1.17 Total Dynamic Head 1817 Farce Main Dia 2,0 11 pur~lp off etev 91.00 Doses/Day 5,15 Gallons/Dose 87,33ga1 Backflow Volume 14,67 Total Dose 10z gal A= 21 " = 357ga1 B= 2 = 34 gal C= 6 = 102 gal D= 9 = 153 gal Tot 38" 646 gal Manufacture Tank Specks includeol in Plans .. ' ~' ,,,... [~ ~ou~ns Punnps APPLICATIONS 5pedfically designed for the following uses: " Effluent systems • Homes • Farms • Heavy duty sump • Watertransfer • Dewatering SPECIFICATIQNS • Solids handling capability: '/~" maximum. • Capadties: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: 1'/=° NPT, • Mechanical seal: carbon- rotarylcera mic-stationary, BONA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60"C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor • EP04 Single phase' 0.4 HP, 115 of 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz,1550 RPM, built in overload with automatic reset. • Power cord:l0 foot standard length, 1613 51TOW with three prong grounding plug. Optional ZO foot iength,16/3 S1TW with three prong grounding plug (standard on EP05). • Fully submerged in high grade turbine od for lubrication and efficient heat transfier. Submersible effluent Pump ,~ 1 $~ { EP05 Available for automatic and manual operation. Auto- matic models Include Mechanical Float Switch assembled and preset at the factory. F~ATUaEs ^ EP04 Impeller: Thermoplas- tic Semi-open design with pump out vanes for mechanical seal protection. METERS FEET 10~ 3t 2: ~a ~ ,., x v 6 2t 5 a t: ~ a 0 ~ 3 1i z 1 ^ EP05 lmpeller:7hermoplas- ticenclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing: Cast iron for efficient heat transfer, strength, and durahility. ^ Motor Cover: Thermoplastic cover with integral handle and float switch attachment points. ^ Power Cable: Severe duty rated oil and water resistant. ^ Bearings: Upper and lower heavy duty bail bearing construction, AGENCY LISTING ~' Canadian Standards AswriaGon (CSA listed model numbers end Goulds Pumps is ISO 9001 Registered. _.--- -- __ I. i-..-.. - --- - - --,..L....- --r^-' I - ~ ~--SGPM 25 fr ---- r ---_._... -_ ---- -......__....i.-----,. .---_ ._... , ~ -----_ ,__ -- ------. _ _ EP0 5 -__. i ---- •- a _. ._ ~ ..-..,...M. ...___ "0 10 20 30 4Y av .ar,., ~.. - 0 2 4 6 8 10 12 m'!h capacrTr Goulds Pumps ~ 2000 Goulds Pumps Etrectivc Fcbru"ry, 2000 83871 ITT Industries `... e .?1,812 3.75 I P~y~~oF)/ 2e GAG SIM/-ICC~-I FILTL==(: gl;5Jl3 ~IURIUN UnY NI]KIII RU DIIYNE EIIY, I•fl 4y112 I-UUU-999-3Z~JU FAX I-231-SUZ-73Z4 SIIwIEEII FILTER nSS"r UElnll PnIENf SWSI52 J IIUWERY I STF-100 I/Zl/OD (,nRY KUIESKEY UWNER UNG-OQ2 Management ^wner Rich Bechel Permit # Parcel # ----r~---- ---------- Tax ID # Design ParaMeters # of bedrooms 3 EstiMated Flow ADO gal Peak Flow 450 gal/day Sotl Application Rate 1,0 gal/day/sq f t Ef luent Quality BGD>30«20r~g/L Max Particle Size 1/8" Phan Page 9 of 11 Syster, Specs Septic Capacity Manufacturer Pump Tank Cap Manufacturer Effluent Filter Model PuMp Manufactu Model # 1000 gallon Weisers 650 Gal Weiser Syntex 100 rer Gould EP04 Start Up Design Criteria Pressure Dist Manual Versionz,0" SBD-10760-PCN,01/01> Mound Comp Manual Version Z,Oa SBD-10691-PCN,01/01) Prior to use of POWTS check treatment tanks for presense of paint or chemicals that ray damage dispercement cell If high concentrations are detected have tank pumped prior to use, Maintenance Monitoring Schedule Inspect Tanks Every 3 Years Pump Tanks when sludge = 1/3 tank Inspect dispercement cells every 3 years Clean Syntex Filter every lZ months Inspect pumps controls & alarM every 3 years Flush laterals every 3 years k Manager~ent~ Plan Page 10 0~ 11 ^perations The property owner is responsible for the operations and maintenenceof the POWTS and submissions of required reports,The quantity and quality of the wastewater strenM affect the performance and longevity of your P~WTS, The installation of water-saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volumn, The brine or waste from water softenners and other water treatment devicesshould discharge to ground surface whenever possible, Thissystem is designed to handle domestic strength wastewater, food grease and oil discharging into this system should be kept to a minimum or avoided, Non biodegradable product such as tampons, cigareete butts dental f loss sanitary napkins should not be disposed of into the P~WTS, Toilet paper is the only paper that should be disposed into any POWTS, Inspections Should be conducted by a licensed plumber, P~WTS maintaner, or Septic system service operater, Tank inspections include visual inspection of tank and system for leaks or surface discharge, When sludge fills 1/3 of the septic it shall be removed by a licensed pumper, The effluent filter should be cleaned twice yearly, Contingency plan, Mounds and at-grade removal of biomat at the may be reconstructed by infiltration area, P~WTS INSTALLER Bruce Webster phone 594-3Q8Q Septic Pumper Johnson Sanitation Ellsworth P~WTS Maintaner Johnson Sanitation Ellsworth Regulating Authority St Croix County Zoning ^ffice 54~' 41 " c 84.. -a r rn / ` ~ ~ i i ~ ii ii ii ~ ~ vv ~ g7 46~" I I~1 Z 'r ...~ 1 y ` t/7 ("~ r ^ l~J a `L' > m ~ ~' 5 ~ ~' ~ S ;' __ fl ~ 3" i 5' N- ~ rn ~ ~ . m - i ~ rn ~ ~~~ . ~ I` . r ~\ , ,~ W e 43" m ; rn ~ r~i ~ s O z ~oZ ~ mr n c -1~ ~ r r Z Z tn~ D ~Z ~ O ^~> n ~D ~j~momrngboD'S C7 O Z D Z r- z ~ rn z~ vF~ v >v icNiv rnw° =$o~~ii~-~FO~z TZ a ~Vi Z 0 ~ ~ ~? ~' aN rnmm DO m~;wQ0o0 n m °~ rno ~Zi N ~a rna~ m~ 1n ;o ° ~ ~ t/~ c~LJ~l'J1 rr O > Drn ~ ~ r*1 ~ UO x fit ^l O Z ~ C ~ Z ~~ v Q,~p C~ N ~ "~0 ~ Q ~ UUCCCJJJ -Zi U~1 ~ y ~O -1 O C D I ~ mn ~ o n '~ ~~ r -'- ~~~ w~~ ~ Zg ~ ~~ ~ ~'` ~ ~ ~ -~ Can (Nj7 m m O ~ 0 .._.v m ~, ~~~ ~~O ~ ~ r D~ OO to ~ ZrT1~ ~.~~ n o ra g cn - ~7 o t*f ~j ~ -° g ~l m m v • • it "` Soil and Site Evat Applicant InforMa 1iEIVED p~0 0 1 2003 ST. CRUIX COUNTY ~ nZONING OFFICE Page 1__ of 4 County St Croix Pnrcett ID # ~~ O~, ~D~~.. t~~ _~ evlewed y Q Date Property ~rner Property Locatlon~ I i Rich Bethel Govt, wt S W u4 S W v4 s 3 28 .~,a. 16 w lMgwr4r oar's ~ seii.ss °" 2130 Pierce St Craix Road ~ 2 ~2 pty State Lp rode PiMne ply ~ VI( ~D~1Tm~n est Road Baldwin Wis 54002 715-684-3236 Eau Gatte Pierce St Croix Road ~'jNew Construction use ~ Restdentinl/# of loedroorws 3 Code derived doily flow 450 GPD Replncenerrt ~ PubUc or corierclnl - Pnrent Mnterlnl ~ ~ ~ ~ ~"-" -- ~~ y~~~ General Corolnents (J U normg Horbg # wt Ground Surfnce Elevntbn 10 0.8 4 7 " Depth to llydtb~p Fodor So! ,~~~ Rote Horizon ~Pth ~'~ Rdox n.scNptton Texture Structure Roatc GPD/ ft Inches Color m sa a.~t a~ o-. sa Sh a L~ednry Effl1 Effi@ 1 Q-4 0 Y/r 3/2 sly 3vf abk CS 3 0,5 0 4-11 10 Y/r 3/ sit 3vf abk CS 0,5 0.8 3 11-26 10/YR 5/4 SII, 3 f abk dsh CS if 0.5 4 X6_3 10/YR 5/4 Ct 2M abk Cs 1f 0.4 0.6 31-4 10 YR 4/ ~, sand 1 of ab dl 9w if 0.7 1.2 6 4 _5 10 YR 4/ flf 5 YR 5/8 s~ 1 of ab S~ Ct 0.5 0'g 53-6 5 YR 5/4 flf 5 YR 5/8 5Cl tenanted 1 f abk S if 0.0 0,0 Rer~arks~ South Hoie ~~ a Boring M ~ nPlt g Ground Surfnce Elevntbn 7 ~ ~ ~ ~ 3 6 Depth to linPthg Fn Sod AppUcntion Rote Horizon Depth lb+nsell Redox Descr~+tbn Texture Structure y Raats GPD/ ft Inchec Color o. e+ awl au. o-. ss, s~ ~4ry` Effil EfPrR2 1 0-6 lOYR 3/2 ---------- sil 3vf abk dl cs 3f 0,5 0.8 1 6-18 lOYR 4/3 ---------- sil ~vf nbk ds cs 2f 0,5 0.8 3 18-28 lOYR 5/4 ---------- slcl 2f nbk dsh cs if 0.6 4 28-36 lOYR 5/6 ---------- cl 2ro abk n fl cg if 0.4 0.6 5 36-42 lOYR 5/6 ifl yr /8 cl 2M abk M fl cs if 0.4 0.6 6 42-56 lOYR 6/6 ---------- road s 0 d[ gw - 0.5 0,9 7 56-71 lOYR 6/6 ifl 5 YR 5/B reed s 0 dl cs - 0,5 0.9 8 71-80 lOYR 4/6 2P1 5 YR 5/8 .tiny 0 m v fi 0.0 0,0 Rerharksi Enst hole to/t'~ep~h/ortye ~~~~ CS7 Nar+e l~'u1~7 'Iw `,vKJ atu~. ~~~ Bruce Webster ^ct 31 2003 <715)594-3080 nddrpss a e CSTM # - N 3659 Cnty Rd C Ellsworth Wis 54001 CSTM5501902 220499 '-^'-J ~r~g ~ ~ np t g Ground Surface Qevntbn1 O 8 7 2 ~pth to llnlting Factor 51 // Sett AppUCatlon Rote Horizon ~Pth PArlsell pzdox DesQlptlon Texture Structure cD"~6nCe Rootc LPD/s ft Inches Color or :: eat ear tr. b, s-. Houndory Efflil Effir2 1 0-6 lOYR 4/3 ---------- sil 3vf abk dl cs 3ro 0.5 0.8 2 6-20 lOYR 5/3 ---------- sit 3 f ab dl cs 2f 0.5 0.8 3 20-30 lOYR 5/4 ---------- si ct 3 f abk dh cs 1f 0.4 0.6 4 30-40 lOYR 4/4 ---------- si cl 2 ro abk d h cs 1 of 0.4 0.6 5 40-51 lOYR 6/4 ---------- roed s 1 f abk dl cg 1 of 0.7 1.2 6 51-67 IOYR 6/4 fld 5 YR 5/8 r,ed s 1 f nb dl 0,7 1,2 Page 2 __ of 4 _ U normg Horhg iF }dry Q y~l Plt Ground Surface ElevntlO" J 4 0 Depth to llnltlr~g Fnctor 3 6 // gap Applkatlwi Rate Horizon ~Pth Hartsell Redox Description Texture Structure C ~t Raots GPD/s ft Inches Color m ss eat eels pn sz sl. on nn~ eaundory Eff~Fi Eff112 1 0-8 lOYR 4/3 ---------- sil 3vf abk dl cs 3f 0,5 0,8 - ---------- s a cs v 3 9-36 LOYR 5/4 ---------- lonM 2 f abk d sh g s if 0.5 0.8 4 36-40 lOYR 5/4 fld 5 YR 5/8 loath 2 f abk d sh cs if 0.5 0.8 5 0-50 lOYR 6!3 fld 5 YR 5/8 cl 2 ro abk dh cs if 0.4 0.6 6 50-61 lOYR 6/4 flf 5 YR 5/8 sand 0 ds cs 1 of 0.7 1,2 7 61-68 lOYR 6/4 fld 5 YR 5/8 sand weakly ceAented 0 ds cs 1 v 0.0 0.0 8 68-78 lOYR 6/4 fld 5 YR 5/8 5 w grovel 0 dl 0.7 1.2 Rerlarks; North Enst Hole property owner Rich Bechel _____ ReMarks; North West Hole U normg Boring Plt Ground Surfnce Elevation 10 6.3 6 5 0 ~~ Depth to lkMting Fnctor Sott Application Rate Horizon ~Pth Miw~sell Redox Desvlptlon Texture Structure Roots GPD/s ft Inches Color m >~ tart o~ tr. ~. A ~ Hovnd~y Eff81 EffN2 1 0-6 lOYR 4/3 ---------- sit 3vf abk dl cs 3f 0.5 0,8 2 6-12 SOYR 5/3 ---------- sil 2 f nbk dl cs 2f 0.5 0.8 3 12-30 lOYR 5/4 ---------- w 30% roc 2 f ab dl cs 3 0.7 1.2 4 30-45 lOYR 3/3 ---------- is 40% grn el 1 f nb ds dl 1 of 0.7 1.2 5 45-50 lOYR 5/3 ---------- ned s 40% ock 1 f bk ds dl 0,7 1,2 6 50-70 lOYR 5/3 ifl 5 YR 5/8 ed s 40'/. r ck i f k ds cs 0.7 1.2 Rerlarksi Hole by House ~- b~,~ ;o~ n3 eF Ara A N ,`.'O fi a om xA o ~ a ('~ Y D W -i-~ m m a m ~o Q ~ ~ s I I N N M w a O .P A A ~ ~ ~O V North W ry r huh <h `f ~3h e$ ~h PP h O ~ 3 O Os , 3 f 7 vgA X03 Qp 3 G o 1 ~ ~ p 1 ~ Ul C N l ~ ~ bg ~ ~ h ~ a ~ N h R m 0 m ~_~'- Paae 4 of ^ B1 ele 100,8 1 Post at Contour Ground elevation 100 Top of Post elevation 103,86 Post at Contour Ground elevation 100 Top of Post elevation 103,14 Post at Contour Ground elevation 100 Top of Post elevation 104,72 B2 ete 97.1 ~ 20 40 1"=40' B3 ele 94.0 OwnerBuyer Mailing Address ' ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM et'C~ Properly Address iced fr P D artm nt for new ~ ~ ~a~E (Verification requ om lanniag ep e -----.----, ~ ~~ Q_rr QQ`~ _ ~ - ~ ' ~' City/State ~~gl~dlir~ W ~j Pazcel Identification Number L LEGAL DESCRIPTION e ~7 r ~ v ~4 ~ S i / ~' S ~J ~ T N-R /~ W, Town of properly Locatton W /., /., ec. Subdivision P~~ Certified Survey Map # _ Lot # Z t Volume ~ .Page # Warranty Deed # 53 ~ ~ ~ ~ ,Volume // (o ~ ,Page # ~2 3 Spec house ^ yes ~ no Lot lines identifiable yes ^ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance ooasists 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 treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mastorpluraber, journeymanplumber, restrictedplumber or alicensed pumper verifying that (1) the on site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than I/3 full of sludge. Uwe, 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 Zoning Office withm 30 th year e a date. l~rl 4 GNATURB OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the ownei{s) of rty eseri'bed abov by a of a warranty deed recorded in Register of Deeds Office. / / SIGNATURE OF APPLICANT DATE ««ssss **~**~ . Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ~• Include with this Application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the waiianty deed . i no.a!~+F•r.T -:o WAR;4ANTY DEED ~ ST:~TE il.aR oi•~c~.l~,'0`.~1~ rt,Rtit ~-~o~z ~t.l~ 1~.~~ Vi.'L 1 )~PA`i~ ~S ~.r~~ Kent W. Rudesill and Ann E. Rudesill ~nuvr}~ and w~arruit; co -Richard A. Be~he_1_a-nd Amy S. Beche.l,.husband a.nd wife.,. as-survivorship..--_.. marital.property__._ _. -... .- the follnwin,q ~aescrihed real estate in ..... ....... St-«-LLQLX .......County, date of ~t•i;consin: REGISTER'S OFFICE ST. CRO~X CTY., WI Recd for Record FEB 1 2 1996 ~t l:oo P.M f,Ja4a~. ~,t~4~w..'~ . Register d DeAde !O°O~d :,. ~., -~ /\ i c.~1o~.~ ~lt~ ~d .idttdW r •~ ~rJ t Syoo ,~.- Taz Fareel Vo: --- --•---- ----------•--••--- A parcel of land located in the Sot:thwest Quarter (~'~•+: '• of Section Ttlirty-one (31), Township Twenty-eight (28) North, Ra,:ge Sixtee (16) West, Town of Eau Galles, described as follows: Lot Tw ) of Certified Survey Map recorded in tl~e St. Croix County Regis er of Deeds Office in volume 9, Page 2492, as Document Dio. 484364. This deed is given in fulfillment of that certain land contra.t between the parties dated Ju1y'3, 1992, and recorded in the office of the Register of Deeds for St. CLJiX County, Wisconsin, on July 7, 1992, in Volume 958 of Records, at Page 312, as Document No. 485592. s T ~~~~~ -~~ r-- x, - Thi; _ ,1S nJt .. homestead pm~ert~•, PCB (u not) Pac•eption t~~ •n•arrant;es: Easements and restrictions of record, and except any liens or encumbrances created or suffered to be created by the acts and defaults of the grantees, t~teir heirs, successors and assigns. Dated this _, (~_~ day of ~ ! -! (F' ., ~,- ~' - 19 95 ~ ~` ~ / i ...._.._ _ _ (sI•:A~L> _yt. L~ . ~,.c-~ t,E:1L~ ent W. Rudesill .- .. -_ (SEA ' L1 ~G~-~c . _ -- -_. ._ - ...__ ~ .Ann E. Rudesill AUTHF,NTICATION Signature(s) -------- -------••--------- -------•- -----------...----••-- authenticated this -______.day of ........................... 19-____- TITLE::4IE:IfBER STATE fiAR OF ~VISCONSIV (If rot, •------------- •--------- -•------...--•------._-..----•--•- authorized by ~ 706.06, Wis. Stats_) ACHNOWLEDGMEN'f STATE OF ~~'ISCO\SIN ss. St. CroiX County. _ Personally came before me this --.-%.~.1'._.da~• of _____ u ~ .:~ ~ 95 _ ..-.E~--.=---•-•----.~.---- 19_.------ the abo~•e named Kerit W. Rudesll.~ and Ann E. -Rudesill - to me kno~cn to be the per<on_ ,Sj~- j`.~.S~~AO~exccuted the J foregoin;~il~strument and ~tycr'?oa:ieage,j4tf~~+g~i:. DESCRIPTION A parcel of land located in the Fractional Southwest quarter of Section 31, Township 28 North, Range 16 West, Town of Eau Galle, St. Croix County, Wisconsin, described as follows: Beginning at the Southwest Corner of Section 31; thence North 02 degrees 31 minutes 11 seconds West 1322.11 feet, (bearings assumed); thence South 89 degrees 53 minutes 03 seconds East 438.53 feet; thence South 00 degrees O1 minute 29 seconds West 338.97 feet; thence South 87 degrees 24 minutes 20 seconds East 665.01 feet; thence South 06 degrees 07 minutes 49 seconds East 644.62 feet; thence South 88 degrees 38 minutes 53 seconds East 98.58 feet; thence South O1 degree 52 minutes 09 seconds East 307.71 feet; thence South 89 degrees 59 minutes 49 seconds West 1222.01 feet to the Point of Beginning, containing 1,257,487 squaxe fee (28.868 acres) more or less, and being subject to all easements, restrictions and covenants of record. I, Harvey G. Johnson, registered Wisconsin Land Survepor.,,, hereby certify that I have surveyed and mapped the above described property; that such plat is a true and coxrect representation of the exterior boundaries of the land surveyed; and that I have fully complied with the provisions of Section 236.34 of the Wisconsin Statutes, the St. Croix County Subdivision Ordinance, and the Town of Eau Galle Subdivision Ordinance to the best of my professional knowledge, understanding and belief. r-~ Harvey G J on 5-189 J ~~~~~ ~~i`~ Johnson Surveying, Inc. ~ 4 216 Meadow Drive North S ~ HARVEY Q. JOHNSON Hudson, Wisconsin 54016 ,4 S-1899 L HUDSON l.~~ W IS .~ ~ ~•: S ~ ~..r•••• -tom ~• ,~~I NQ S u R v ~ ~~~ ~~~~~a~~~~N~~~ GENERAL STATEMENT (required by County). Each parcel shown on this map is subject to State and County laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc .) Before purchasing or developing any parcel contact the St . Croix County Zoning Office for advice . VOLUME 9 PAGE 2492 ~~ ,~ 4848'64 ~ ~• F1~~D ~ JUN f 91992 a~wl~s~o'a ~ ~ .~ . s~. c~otx co., w1 ,tsy -.~.~_- CER T1"~~E~ SUR VE Y M,4 P Located in the fractional SW 1 /4 of Section 31 , T28N, R 26W , Town of Eau Galle, St. Croix County. Wisconsin. Owned by: Kent Rudeaill 2130 Pierce/St. Croix Rd. Baldwin, Wi. 54002 LEGEND W 1/4 Gorner -~• Section corner monument {PK na.il Section 31 set from tie sheets) . T28N,R 26W -~• Section corner monument (Berntsen ~ cap found. ) 0 1"X24" Iron pipe weighing 1.68 lbs. per lin. ft. set. °o M I UNPLAT'1_ED LANDS 1 Bearings referenced to the South line S 89°53'03"E of the SW1/4, assumed S89°59'49"W l 436.53' I 378.41' 60.Ob' ~ 3 SCALE IN FEET I"= 200' 50' 60' ~ Ot O 2 4 6 O' ~ N 01 ~y + m ~ ~ r ~ ~ ~.R.1 100' -+- ~ p UNPLATTED I ANDS ~ ~ ,.. ~ ~ -- - ---- --- 0 ~ x ~ ~ N r= 665. O i ' - - * ~' ' ` `~' ~ 603, 237 Sq. Ft. ~y '° ~y 1 N m (13.85 Ac.) ~®-R- 2 ~ ~I ~ N Including ROW ~ Q,+ .-~ -~ 509, 1`71 Sq. Ft. 566,290 Sq. t. 13._00 Ac.) ~ a+ u+ (1 1 , 69 Ac .) Including right:•+r;+£-way. ,D i :. I ~ ~+ ., Excluding ROW _ 551,204 Sq. Ft. (Y2.65 Ac.)"? lil Wt Q+ ~ Wt ~, N Excluding right=pf-way. ~ ~ FI 21 _ ~ ~' ~ I `ail ;~ ° °+ m d 2~ (U alm ~ s~ ~ ~l 1ffI ~ 3l ~ ~ o ~ O i Z ~1 u~ ~ t!1 1 N I Z~ .~ ~ N89°59'49°E 1 -~---"~ ~~~ I w Z 87 , 960 Sq . Ft . '•:i ~ 156. 64 o S88°38'53"E al I.w_.~ ° ~ (2.02 Ac.) °'. ~ e.5e ~I GI ~ •~ Including ROW '• ~ 21 v~il •~ ~ 79, 539 Sq. Ft. •; m :Q ~®~ ~J ~I` "' (1.83 Ac .) :: a Q1 ~ rn _ W 50' 60' -~-' Excluding ROW •= ~ c°n ~--~~ ~ o , .................... .............. ........................................_. ~. m.-...._......---....L N on... ~ fi loo' N8 °59'49"E f 162.33' ~„ 33.04' 33.02' ~ o -~ lbbb-------- 445.33' !' 461 .62' ° T 255.96' ~ . ~ 508.24' 33.28' 458.77' 255.00' 231.98' __~ pLE.R~E1= _ - S 9~~59_49"W _1222.01' S~ CROIX RO_A_D__ _ _ SW Cornei UNPLATTED I.A_N_D_S ! ~ S1 /4 Cor . Sec . 3 1 ~ Sec . 3 1 + ' South line of the SW; of Section 31 VOLUME 9 PAGE 2492 This instrument dxafted by 4922026 ~ar*ment of commerce SOIL EVALUATION REPORT Pager of ~ry and Buildings rn ac:~raanc;e wun ~.unnn oo, vvw. r~uni. u.vuC Attach complete site plan on paper not less than 8 1/2 x 11 inches in size Plan must County t ~`va n l . inGude, 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. Parcel I.D. Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Reviewed by Date Property Owner U~, ~; (~c~ t Property Location '' // Govt. Lot ~~1/4S~/1/4 S , T N R ' !7 '(or W Properly Owner's Mailing Address ~ 130 r'evice Cs'~ Lot # Block # Subd. Name or CSM# City ~ ~?~~ State Zip Code Phone Number wi ~y®~z (~rs~~ ~~~ 3z ^ City ^ Village ®Town ~ ~ ~ cQ~ ~ Nearest Road ~;~~ ~-c ' r.~. ^ New Construction Use: Residential / Number of bedrooms ~ Code derived design flow rate Replacement ^ Public or commercial -Describe: Parent material ~t7 rSfC Flood Plain elev tion if applicable General comments ~ do~~ Holt. 2 5~~~ Nolt " 3 WesrMol. ~UL `~ 3 ZOOZ and recommendations: ST- CROIX COUNTY ZONING OFF[CE GPD ft. Boring # Boring , ^ Pit Ground surface elev. ~~ S ft. Depth to limiting factor ~~ in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G P D/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~ D-19 toYR~1L S% e ,• G 3F •~ 2 19-~ orR sil 2. ~ c ~ ,~ 6' 3 ~- ~a~R ~-f ,~ D, H y6 ~S'# 7-5YR l~ 2 ~f , ~ . ~ 5` ~- otiR I 2 1k ~ ~ ! ~~ 6 ~s o- ~' >(~~' v~ c~~ ~} Boring # ~+ ~ Boring ^ Pit Ground surface elev._~__~__ ft. Depth to limiting factor ~, in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G PDlfg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 D ,~ r/ t' ~ J V rV z~ D Y / f F~ ^- -- D ~ , a ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BOD _< 30 mg/L and TSS < 30 mg/L CST Name please Print) Signature CST Number J(!! (N~e ~w ~' 20 y 9 Address Date valuation Conducted Telephone Number 3 6 ~ l ~~-~ ,~G~~ ~i w~o~ ~il'i~ T~ I ~ ~' god 2 ~ 1S ,~9 ~1 ~~~y ~ „~~. Property Owner ~~ V~'~ ~~ Parcel ID # t Page ~ of,~ n L~.-J Boring # ~ Boring ^ Pit Ground surface elev. r ft. Depth to limiting factor ~~ in. Soi{ A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsel{ Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~ Q-S lo~cR2 Z --- ~~ 3 a ry- ~v C ~ ~~ 5 0 z S Y~ - 2 ~ r v~ C~- O', 3 to yR ~ - 2 ~ ~-~ _ D~ ~ `f 33-6' 7, yRS 6 a~~ -- 1.2 Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDltt2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 U Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ^ Pit Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftt in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 "Effluent #1 = BODS > 30 < 220 mglL and TSS >30 < 150 mglL 'Effluent #2 =BODE < 30 mglL 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 b08-26b-315] or TTY 608-264-8777. SDD-6330 (R.07/00) `~; ~~~~~ e~, ~a ~ `e ~ ~~~~~ Q' i ~~ ~~ ~~~~ S ~ /~o~ ~ 5'b ~~` ~ ~ roc /~ o- PQ `"~ ~ ~y aery ~~ ~'q t ~~~ '3 ,\a¢ h .~ O -f-' d ~ ~ > CO N 0~ p~ N ~ _Q .~ RJ ~ al f-~ O ~ ~ 4 r--i 0~ ('7 Pa ;` Appr__x 1~5' ~ ~1~--~~N S U ~ _ ~+os 3 0 ~ ® o ~~ ' ~ ~ O d O 6 N +~ U > ~ d ~ ~ ~ _X _ O +' i O ~ CJ 0 _ ~ S ~ ~ O ~ O Ul U ~~ ~ Lrl ~ O ~ ~ U II ~ ~ ~ Q n~i3~ ~ W ~ ~ ~~ 3 _ _ O o ~ _~ U ~ (/l . -~ d ~ (U PU 0 L~ X'~ ~'~ ~'~ U~. ~~~, W U n~ W s