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Home My WebLink About018-2009-01-000O d 7 CD CD ~ -~ ~v~ ~;~ o. ~ i %' D c3'n W z 0 :U Z7 ~ ~ ~n ~ m m p a ~ _. ~ fD Q ~ CG (D c n ~ N 7 !D CD ~ a (D 7 0 m m v ~ ~ N ? ~ ~: ~ ~ N ~ 7 -p .C O: N ~ n N 7 "O ~ lD ~ v ~ O ~'~O Z 3 a a ~ o a ~ o m ~ ~ F~ ~ Sl fro N 5~ac =„ v~ no ~~<'v ?-in'~ N O 7 X "' O K ~' O ~ N N S ,n., O N ~ N ~p ~ (D N N O aF~ 7 ~ O ~ Q CD O O O ~ n cn p ~ ~ n d o ~ d ~ g c ~ d o N ~' j' m 'O A~ i ~ v ~ ~ •'• ', 'a m ~ c m :r m 3 ~ y 3 - x~ ~ a tt W ~ ~ N ~ I.r 1 ~ ~ ~ ~ CO N a ^j ~ a o a ~ o ~~ ~ 0 ~ '~ ~ ~ ~ c T ~ O .~r. 1 y N c O ~ ~ ~ ~ Gt fD ~ ~' -' ~ 1 (; C .. A o ~ o ' ~ i M 1 o ~ n o c 1 o ~ c ~ N i K ~ ~ 1 N 1 ~ ~ ~ ~ ~ ti 0 0 ~ ,~ ~ !~/1 N 7 ~' -` __ V ~ v q ~ y a 1 f~D .~i N ~ 1 ~ d _ a ~ u, _ N ~ 1 m j ~ i ~ cn ~ ~ ~ .~i ~~ N Z G~ Z 1 D < ~ ~ m - ~o ~ 1 ~ N ~ y 1 N ~ ~ A, ~ N• U ~ ma N ~ TI C ~ ~ A o `t n A ~ (n -i ~ W m m ~ a o ~ g ~ p z o 3 ~ cn m ~ ~ ~p A W 61 CS (D m ~_ T C Q a, H A 0 ! 3 tr t O V nd O O V A ti O dC a !~ ~ ~ ~ ~. V Parcel #: 018-2009-01-000 11/07/2007 10:53 AM PAGE 1 OF 1 Alt. Parcel #: 04.29.17.985 018 -TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 09/28/2004 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -CUTTING EDGE FOUR LLC CUTTING EDGE FOUR LLC PO BOX 268 HAMMOND WI 54015 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description ' 1794 110TH AVE SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 7.730 Plat: 10-031-HILLSIDE HEIGHTS 018-04 LOTS 1/66 SEC 04 T29N R17W PT SE SE BEING HILLSIDE Block/Condo Bldg: LOT 01 HEIGHTS (04) LOT 1 (7.730AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 04-29N-17W SE SE Notes: Parcel History: Date Doc # Vol/Page Type 02/28/2004 775409 10/31 PLAT 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/06/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 7.730 40,500 101,900 142,400 NO Totals for 2007: General Property 7.730 40,500 101,900 142,400 Woodland 0.000 0 0 Totals for 2006: General Property 7.730 40,500 101,900 142,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holders Name: Cuttin Ed a Four City Village X Township Hammond, Town of CST BM Elev: Insp. BM Elev: BM Description: TANK IN FORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION ~ ~ l ~ Manufacturer Demand GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to well Sell ORSnRPTI(]N SYSTEM County: St. Sanitary Permit No' 4 9397 0 State Plan ID No: Parcel Tax No: 018-2009-01-000 Section/TowNRange/Map No: 04.29.17.985 STATION BS HI FS ELEV. Benchmark Alt. BM Bldg. Sewer SUHt Inlet SUHt Outlet Dt Inl t Dt Bo om Head /Ma . Dist. 'pe Bot. System Final Grade St Cover BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type Of System: UNIT Model Number. 111CTRIRIITI(1N SVSTFM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing 5111 CnVFR ., D.ncc.~rn c..~ren,~ nniv vx Mnuntl nr Of.Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ~ Yes ~] No ~~ Yes (~ No COMMENTS: (InGude code discrepencies, persons present, etc.) Inspection #1: / /, Location: 1794 110th Avenue Hammond, WI 54015 (SE 1/4 SE 1/4 4 T29N R17W) Hillside Heights Lot 1 1.) Alt BM Description = 2.) Bldg sewer length = -amount of cover = Inspection #2: ! / Parcel No: 04.29.17.985 Plan revision Required? ~] Yes [~] No ~ I~ Use other side for additional information. _ ~ `____ - Date Insepctors Signature Cert. No. SBD-6710 (R.3/97) ELEVATION DATA ~~ ~ i Safety and Buildings Division County ,~ 201 W. Washington Ave., P.O. Box 7162 r O 1 ,~~~~~1~ Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Qe artment of Commerce (608) 266-3151 79~3~ -7 ' Sanitary Permit Application O State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide maybe used for secondary purposes Privacy Law, s15.04(1)(m) ~ Project Address (if different than m ailing address) I. Application Information -Please Print All Informati ~ ~ ~, ~ ~ ~ ~ ~ / / ~ f ~~~ //,f d~ U ti Property Owner's Name Parcel # Lot # Block # /~ 1. { ry Property wner's Mailing Address Property Location `J aT. CR01X COUNTY ~, FICE ~' ~ City, State Zip Code um er ~, %a, Section ~ /'~ ~/~ ~ 1 Y 1 t ~ w W ~~ ( g j _ ~p~ ~~j ~-1 l(!' ~/ L7 T~ N. R i'1(cEcl W ~ IIII. Type of Building (check all that apply) ' I i -k-,- / Ly(1 or 2 Family Dwelling -Number of Bedrooms ~ ~ ~ t5~ ~ ~r"'~~ Subdivision Name CSM Number LL1, Public/Commercial -Describe Use Q ^ State Owned -Describe Use ^City_^Village ownship of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) ,., Z'~ r d ~ ' ~ A' ^ New S stem Y a lacement S stem p y ^ TreatmentlHolding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit R ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. T e of POWTS S s tem: Check all that a I on -Pressurized In-Ground ^ Mound ? 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ onstructed Wetland Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthefic Media Filter ^ Leaching Chamber ^ Drip Line ^ oval-less Pie ^ Other (explain) V. Dis ersaUTreatment Area. Information: Design Flow (gpd) Design Soil Application Rate(gpdsfj Dispersal Area Required (sf) Dispersal ea roposed (sf) System levation 45~ ~ . / 5~ ~ 3 . oc~ VI. Tank Info Capacity in Gallon Total G ll Number Manufacturer Prefab Site Steel Fiber Plastic s a ons of Units Concrete Constructed Glass New Tanks Existing Tanks /~ (~ ` Septic or 1-Iolding Tank .l ~ ~, ,^ ~j(/ , Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- I, the undersigned, as me re ility far.' allation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu i M PRS Number Business Phone Number ~ ~~__~ o ~ - [ l Plumber's Address (Street, ty, ate~Zip Code) VIII. Coun IDe artment Use O Approved ^ 'spproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing ant Signa re Stam ^ eason for Den Surcharge Fee) ~ , ~ $ ~ OS IX. Conditions of Approval/Reasons for Disapproval L r ~ S ~Cv1/L. ~o ~ G,I,OC~ SYSTEM OWNER: ~~ 1. septic t5rtit, eMuent alter and dispersal cell must all ~ services /maintain d ! ~ e J G ~ as per management plan provided by plumber. 2. All setback requirements must he maintained as per applicahle code !ordinances. -^-° -°••-r•-•- r•-••~ i•~ •+•~ ~-~~•„y uu,y~ ,ur we sys~cm vu paper uu~ less man at~c x 11 men0s m size SBD-6398 (R. 01/03) J4d1 1 .t Vy7 l U'u G'U t~1 ~3avid J. Steel rsm-~r~w~.az ~,ic. #2Ft~E~3~ ~_2 ~l~u> :~t%E+LL,'S `.iC11I Sp:fir~n I!'1C. "%% i-E$•F- ~Tt18 Cutting edge Fouur~ L~.C SE 1/4,SE Il~,S4,'I'24N,R 17W Town ofHamm4rrd: CtCseiY Cn. Hillside Hei~.ts Loi, 1 p,3 3af3 994 zao~ st. Bc ~~~V!12, ~ 54oC? i 17irec:t 71 ~-7d~7-G347 Fax' .715»irS~4-•3449 ri, c:;;rrrd ~,~ ~ °> = 40' ~- = Iienchrnxrk Ele. 10Q.00 ft Top of 3/4" pvc pipe ~ = A!t I3enclrrpark Ele. 99.85 fk Tun of3f4" pvc pipe ~ - Barixl~,s E3oring Elevations B I ~ 96.45 f"c --.-- ~______~__~._ I ~ B2 - 97.35 ft /`~ ~`~ B3 = 45.85 tt j ~:~ ~ ~ ~r i ,' ~B4 ~ C.oO ft I ~i \ ------- ..------- ~ `~., - , I fi r'~ x-1,_3 ~ ` ~ l ri. c~:~-- :;- r S~~"r- - ~.~5 ,~ ~ '~---- ~ r „ ' ;~ (,~/irPSK''~ 1 tl s ~ 1 1f~- ~~Ql~ ~ L.~` ~ I c . ,-`"`' ~ % !~~' -~ t...---- ~ /~Z i f ~-~~% ~ ~~~~ i 4 ~ 1 ~ ~ ~ ~l f io ~+ ~~~ .:~+.f1 i1 t~ks 1~a~"i~a Sr eel 's 5csi1 5+~:~;n~. Ins:. .. :y--Ease- ~+~5 p.3 David J. S~~I ~:ST•PE~SA!TSt!~ i.ie. #~2•t~~J~ ST'~E:~ 1 ~ ~C~~ 5~~2~I~~ ANC. Cutting edge Faun, y.,I.,C SE I/4, SE I~'~,54,'I'29N,rZ 17'VU 1'nunt vfFl"atttettar~d: fie Crniy C~. Hillside Heists ~a~, 1 994 zao~ s~. T3fr~ct ~ i ~-76c?-6347 Fay ?IS-~i~~4-:3449 i:s~e~ad ~ >, T ~, • =13enchrnark Ere. ~ a0.oo ft Top of 3/4" pvc pipe ~ = p.rt T3enchmark Ere. 99.85 ft Tvp crt`3/4" pvc pipe ~-f = i3orixiP,s I ~ - ~ r'' c...-~ i ~ C:' ~ i 1 i~( L.z ~~m~ f ± ~ ~~ ~ ~ ~ ~ ~` L_". N' S , N Gc/s IPSK''~ r ~, U ct S ~ 7ia 6O,'r A-~°~ Ifer _.__ Boring Elevations BI = ~I6.95 Fi ~2 == 93.35 ft B3 ~ 95.85 ft $4 ~ CAO R ,, _; j ~~~~, i~ .~ ~'~ ' .,,. ~, ~~ i ....1: r J \ ,f ~ f ~ ~l . I I+~ i ~' 1 r r i 6 sGf~ i CJ (3 ~`f + ~iJ~~ ~~~~~in Department of Commerce Division df Safety and Buildings c Boring # ~ Ground surface elev. 96.95 ft. Depth to timitin factor 110 in. ® 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ft2 in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2 1 0-16 l0yr 3/1 none sit 2msbk mfr a 2c .6 .8 2 16-36 10yr6/4 none Is osg mvfr cs na .7 1.6 3 36-80 7.5yr 4/6 none ms osg ml cs na .7 1.6 4 80-110 7.5yr4/6 none grins osg ml na na .7 1.6 Boring # ~ Ground surface elev. 97.35 fl. De th to timitin factor 110 in. ® p 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ft' in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-6 10yr 3/1 none sit 2msbk mfr t;s is .6 .8 2 6-12 10yr4/4 none scl 2msbk mfr cs na .4 .6 3 12-62 7.5yr 6/4 none cos osg mvfr cs na .7 1.6 4 62-110 7.5yr4/6 none ms osg ml na na .7 1.6 * Effluent #1 = BOD _> 30 < 220 mglL and TSS >30 < 150 mg/L * Effluent #2 = BOD< <30 mg/Land TSS <_30 mg/L CST Name (Please Print) Signatu CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 7/7!2005 715-7t~0-0347 SOIL EVALUATION REPORT in accordance with 85, Wis. Adm. Code #1728 Page 1 of 3 Steeps Soil Service, Inc. ~ Attach complete site plan on paper not less than 8'/: x 11 inches in size. I st County St Croix include, but not limited to: vertical and horizontal reference point (BM), di ct and D Parcel I percent slope, scale or dimensions, north arrow, and location and distance Est road. . . 0 8-2009-01-000 Please print al d in o L 15 Reviewed By Date Personal information you pnw)de maybe use r aw, . )). Properly Owner ~ 1 ~ Pro rty Location Cutting Edge Four, LLC ~U~ Z~~J Go .Lot na SE1l4, Sf, I/4, S4 9N, R17W Property Owner's Mailing Address ST. CROIX COUNTg Lot Block # Subd. Name or CSM# E97ti 170 TH Street 1 na Hillside Heights City State Zip City ~ Village ®Town Nearest Road ~~ Hammond WI 54015 715-796-2793 Hammond 100Th Ave Ne traction Use: ~ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacem t ^ Public or commercial -Describe: na erial Glacial Outwash Flood plain elevation, if applicable na g. General comments Conventional system, system elevation 93.35ft. Trenches spaced and depth tot code 4.OOft below grade. and recommendations: U'~+- SBD-8330 rR07f001 Property Owner Cutting Edge Four, LLC Parcel ID # 018-2009-01-000 Page 2 of 3 Boring # ~ Ground surface elev. 95.85 ft. Depth to limiting factor 110 in. ® Soil Application Rate Horiaon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eft#t •Eft#2 1 0-6 10yr 3/1 none sil 2msbk mfr cs 1c .6 .8 2 6-24 10yr4/4 none scl 2msbk mfr cs na .4 .6 3 24-44 7.5yr 6/4 none cos osg mvfr cs na .7 1.6 4 44-110 7.5yr4/6 none ms osg ml na na .7 1.6 ^ Boring # ~ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `EfP#1 •Eff#2 ^ Boring # ~ Ground surface elev. fl. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eirltl *Eti#2 * Effluent #1 = BODS> 30 < 220 mg/Land TSS >30 <_150 m9n- ' Effluent #2 = BODS < 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 TTY 608-264-8777. SBD-8330 (8.07/001 Sbcel'S SOY SHV102. InG ~~ David 3. Steel CST-POWTSM Lic. #248956 STEEL'S SOIL SERVICE INC. Cutting Edge Four, LLC 994 200' St. SE1/4,SE114,S4,T29N,R17W Baldwin, WI 54002 Town of Hammond, St Croix Co. Direct 715-760-0347 Hillside Heights Lot, l Fax 715-6843449 Legend 1"=40' • =Benchmark Ele. 100.00 ft Top of 3J4" pvc pipe • =Alt Benchmark Ele. 99.85 ft Top of 3/4" pvc pipe Q =Borings Baring Elevations B 1 = 96.95 ft 3of3 N Private On-Site Wastewater Treatment System (POWYS) Index & Title Sheet Owner: Project Name and System Type: ~ C~.~ld~~~1(101\~ ~.~(Jl Location: L ~+ ~, 1~ i ~ ~.S I C Street Address c~ ~ - / x c-~c t I n C~ i1 T"~~ ~~ ~ ~ Township/County Contents: Page 1: Sanitary Permit Application Page 2: Plot Plan Page 3: Soil Test Page 4: State Approved Plans Page 5: Septic Tank Maintenance Agreement .~ Page 6: Warrant~eed Page 7: POWYS Owner's Manual Management Plan Page 8: POWYS Owner's Manual Management Plan Page 9: POWYS Owner's Manual Management Plan Page 10: Certified Survey Map Page 11: Copy of House Plans Attachments: Plumber/Designer: Mike Ro eg_rs Signed: C~v Credential Number: 225094 Date: - / Chamber SAS SYSTEM ELEVATION AND SIZING CALCULATIONS Below Grade Soii Absorption Systems ~~~ ~~Owner's Name N Y or N Highly Pretreated Effluent 3 ft Suitable Soil Below System ~ 12 in Chamber/Unit Heightz 8 ft Maximum Bury Depth s 450 gpd Estimated Daily Peak Flow 0.70 gpd/ft1 In-situ Wastewater Infiltration Rate u 93.00 ft Proposed SAS Elevation 7/14/05 Review Date Ezflow EZ1203HP & EZ102H ~~ 642.86 ft1 Chamber/Unit Area 50.00 EISA ft2 /Unit 13 # of Chambers/Units 26.50 Bottom Area ft1 /Unit Soil Surface Acceptable Finished Grade EL a (ft) Boring Grade Limitation SAS Elevation (ft) System Minimum Maximum Number Elevation (ft) Depth (in) Lowest Highest Elevation? 95.00 102.00 1 96.95 110 90.78 95.95 Yes 2 97.35 110 91.18 96.35 Yes 3 95.85 110 89.68 94.85 Yes 1. Depth of suitable soil required below the infiltrative surface for treatment. 2. Total height of chamber in inches. 3. Maximum bury depth as per manufacturer's recommendations. 4. Based on chosen system elevation, and chamber height. Top of chamber is finished grade may be required to meet minimum or maximum code standards. ersion 4.0 ' POWTS OWNER'S MANUAL MANAGEMENT PLAN FILE INFORMATION (3wner Permit #' DESIGN PARAMETERS` Number of Bedrooms 100gpd/bedroom ^ NA Number of Commercial' Units NA Estimated flow (average)* aUday Design. flovr (peak), estimated x 1.5* gaUday Soil Application Rate o gaUday InfluentlEffluent Quality (NA^) Mo they Average** Fats. Oil ~ Grease (FOG) 5 30 mg/L Biochemical Oxygen Demand (BODs) 5 220 mg/L TotalBuspended Solids (TSS) 5 250 mg/L Pretreated Effluent Quality ^ Monthly Average*** Biochemical Oxygen Demand (BODs) 5 30 mg/L Total Suspended. Solids (TSS) 5 30 mg/L Fecal Colifonn (geometric mean). ~l0+cfu/100m1 :Maximum Effluent Farticle Size: 1/8 inch diameter Wastewater Flow Verification on and calculations: (Other than bedroom based) ~* Values typical for domestic (non-commercial wastewater and septic tank effluent. ***Values typical for pretreated wastewater. SYSTEM SPECIFICATIONS Septic Tank Capacity gal ^ NA Septic Tank Manufacturer- ~ ^ NA Effluent Filter Manufacturer ^ NA Effluent Filter Model ~ p ^ NA p Tank Capacity gal ^ NA ~P ^ NA Pump Manufacturer ^ NA Pump Model ^ Pretreatment Unit ^ NA ^ Sand/Gravel Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: Manufacturer: Model: D' persal Cell(s) ground (gravity) ^ In-ground (pressurized) At-grade ^ Mound ^ Drip-line ^ Other: ^ Leaching Chamber Manufacturer Model Approval Stipulatio n Soil Application Rate_,gpd/fl Area Req. Absorption Area Credit per unit ft Minimum Number of Chambers ^ Aggregate Design Flow/Loading Rate= min Materials: all materials must comply with WI Adm. Gode COMM84 and be installed per manufacturers specifications and approval letters. DESIGN CRITERIA ^ "Wisconsin. At-grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.a1.1990) ^ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ."Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6 t+-~ i4Design-of.Conventional Soil Absorption Trenches and Beds". RJ. Otis - ASAE Publications 5-77 and "Design Manual - Onsite Wastewater Treatment and Disposal. Systems". EPA 625/1-80-012 October 1980 ^ SBl}-10570-P (R,6f99) "At-Grade Component Manual Using Pressure Distribution" SBD -10567 P 18.6/99) "In Ground Absorption Component Manual" ^SBD --:.10705=F (N.O1J01) "In Ground Soil Absorption Component Manual" Version 2.0 SBD - .10628-P (N.6/99} "Recirculating Sand Filter System Component Manual" SBD - 10656-P (N.6/94) "Split Bed Recirculating Sand Filter System Component Manual" SBD -10572-P (8.6/99) "Mound Component Manual" p SBD -1fl691. F (N.01/Ol) "Mound Component Manual" Version 2.0 p SBD -.10595-P" {RSl+~9} "Single Pass -Sand Filter Component lvlanuaI" ^ SBD - 10657 P(86/99) "Drip-line Effluent Disposal Component Manual" p SBD -1073-F (R 6/99) "Pressure Distribution Component Manual" SBD -10706-P (N.O1/Ol) "Pressure Distribution Component Manual" Version 2.0 p Drip-line. Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units MAINTENANCE AND MANAGEMENT MAINTENANCE MONITORING SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ^ months ear(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-th d (1/3) of tank volume Inspect dispersal cell(s) At least once every p months year(s) (Maximum 3 yrs.) Clean effluent filter At-least once every ^ months ear(s) Inspect pump, pump controls & alarm At least once every ^ months ^ ear(s) NA Flush laterals and pressure test At least once every ear(s) ^ NA Valves At least once every months year(s) ^ NA Other: At least once every ^ months year(s) ^ NA Yage o2 a7CAI2T UP 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 ervicing operator prior to use. SysteYri startup shall not occur when soil conditions are frozen at the infiltrative surface. OPERATION The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation o_ fwater-saving e volume. Also the rive or waste from water .appliances and fixtures along with prompt repair of leaks reduces the wastewat r b :softeners, iron removal units, other clear water treatment devices and foundation drains should be dischazged to the ground surface whenever passible. Note: this does. not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fiuit peels and seeds, bones, and food solids. such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non-biodegradable items such as baby wipes, tampons, sanitary napkins condoms, .cigarette butts, dental. floss, and cotton swabs should not enter the system.- Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading. laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. `Valves clues shall be operated in the following manner: A rms. ~~~~ s should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There: is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system aze corrected to prevent back-up of sewage into the dwelling or surfacing. INFECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). ~eptic Tanks Component Tank inspections must include a visual inspection of the tank 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 backup or ponding of effluent to the ground surface. Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective ' locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one-third (I/3) 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 NR113, Wisconsin Administrative Code. The outlet 5lter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning maybe necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. p Pump Chamber/Treatment Tanks Component The. inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. In-Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any ound surface must be rom tl re orted to the regulatory ace see a e or dischaz e. An dischaz a to the gr p p y p evidence of surf p g g Y g authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page of Mound, At-Grade, In-Ground Pressure The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence: of surface seepage or dischazge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading or impending hydraulic failure 'necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) years. Pressure checks of systems with multiple laterals should be done to ensure that equal-distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports. for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be :taken to ensure that the system is properly and safely abaudoned in compliance with Ch. 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 Septage 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 other 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 infiinged upon by required setbacks $om existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil_from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement azea. Replacement systems must .comply with the rules in effect at that time. l~ A suitable replacement area isnot available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tanicmay be installed as a last resort to replace the failed POWTS. ^ The site has not been. evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank maybe installed as a last resort to replace the failed POWTS. Cp Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. «wARNJNG» ' , SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND/OR INSUFFICIENT E?XYGEN; D4 NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIItCUMSTANCES. DEATH MAY RESULT.` RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS MAINTAINER Name Phone LOCAL REGULATORY AUTHORITY Agency. o~ / Phone K:~WPDATA~EIi~POWTS OWNER'S MANUAL.doc Page of ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEME AND OWNERSHIP CERTIFICATION FORM OwnerBuyer 1vlailing Address Property Address ~~ ~v `v "~ ~U 1 ~ ~ //cJ City/State '~ Parcel Identification Number 6l$ ' ~~ ' b ~ - acE, LEGAL DESCRiF"I'ION I Property Location 5 ~ '/<, S ~ ~/,, Sec. `1 . T~N-R ~ ~ W, Town of ~A l'1~'1 V1n~'n~ Subdivision Certified Survey Map # ~ ~U(~ ~ P. ~00~ ~i . i:R(7ix COUNTY ZONING OFFICE Lot # ~ Volume / v~-'- ,Page # ~ Warranty Deed # ~~ 3 ~ ~~ ,Volume 257 ,Page # ~_ Spec house O yes 19. no Lot lines identifiable Gd yes O no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Propertnaintenaace consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a 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 master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (I) the on-site wastewaterdisposalsyatem is in proper opening condition and~'or (2) after inspection and. pumping (if necessary), the septic tank is less thaw 1/3 full of sludge. Uwc, 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 Departinent of Natural Resources, State of Wisconsin. CCItifiCallon stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days_Qf the thre year expiration date. IGNATURE O 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 owner(s) of th property des 'bed above, by virtue of a warranty deed recorded in Register of Deecls Office. ' ~~ ~/3~Q5 G OF APPLICANT ~ DATE ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department.'~'~*'~*• (Verification required from Planning Department for new construction) l~ta- '• 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 warranty deed 2576P 39? STATE BAR OF WISCONSIN FORM 1 - 1998 WARRANTY DEED This Deed. made between John J. Dalton and Carolyn G. Dalton. husband and wife ,Grantor, and Cuttino Edoe Four. LLC. ,Grants Grantor, for a valuable consideration conveys to Grantee the following described real estate in St. Croix County State of Wisconsin (the "Property"): 763 1 97 XATHLfiEN H. MALSH REGISTfiR OR DfifiDS ST. CROIX CO.. NI RfiCfiIVHD FOR RfiCORD 05/20/2004 09:30AM MARRANTY DfifiD EXEMPT ti REC FEE: 11.00 TRANS FEE: 2952.30 COPY FEES CC FEES PAGES: 1 ime and Rsturn Addroas pd .Box 7`(7 ~- f - Gr2d r)c ~lzG s ov 1 s~o.ay 018100690000 018100850000 Parcel IdsntMtcatlon Number (PIN) This Is homestead property. (is) (la not) The East one-half of the Northeast Quarter, except that portion of property described as Lot One of Certified Survey Map filed in Volume 12, Page 3414, and the East one-half of the Southeast Quarter of Section Four (4) all in Township 28 North, Range 17 West, Town of Hammond, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this day of Mav, ?Q04. (SEAL) (SEAL) J n J. D on Carolyn G. alton (SEAL) (SEAL) w AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, W authenticated this~~~f ~ I RI IC; STATE OF WISCONSIN TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats) THIS INSTRUMENT WAS DRAFTED BY Coldwell Banker Burnet 1301 Coulee Road Hudson, WI 54016 4-26689 (Signatures may be authenticated or acknowledged. Both are not necessary.) } ss. St. Croix County Personally came before me this day of Mav, 2004 the above named John J Dalton and Carolyn G Dalton husband and wife to me known to be the rson who executed the ore~'g instrument a ackno ge the same. Notary Public, Sta of sconsin My commis to\n i anent. (If not, state expiration date: ~~ l J~`~"' .) ~ VL ;, ~ 1 fi o + z L _r Z II O ~~ T1 I ~ I 2 3 fT; I ~ `\~ =-I C7 O ~ z~ z -P '-~, ~ _ HORIZONTAL~S ALE- ~-----~- AS PER GRAPHIC SCALE: -Ui ~_=_~`_ =_ 005 JPP 04-27-04 004 JPP 03-30-04 003 JPP 03-19-04 002 JPP 03-17-04 001 JPP 02-09-04 ~~ Parcel #: 018-2009-01-000 07/18/2005 12:28 PM PAGE 1 OF 1 Alt. Parcel #: 04.29.17.985 018 -TOWN OF HAMMOND Current X' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 09/28/2004 00 0 Tax Address: Owner(s): * =Current Owner * CUTTING EDGE FOUR LLC CUTTING EDGE FOUR LLC PO BOX 268 HAMMOND WI 54015 Districts: SC =School SP =Special Property Address(es): * = Pri ry Type Dist # Description * 1794 110TH AVE 1792 110TH AV ~' SC 2422 ST CROIX CENTRAL SP 1700 WITC ~ ~vV " Legal Description: Acres: 7.730 Plat: 10/31-HILLSIDE HEIGHTS 018/04 LOTS 1/66 SEC 04 T29N R17W PT SE SE BEING HILLSIDE Block/Condo Bldg: LOT 01 HEIGHTS (04) LOT 1 (7.730AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 04-29N-17W SE SE Notes: Parcel History: Date Doc # Vol/Page Type 02/28/2004 775409 10/31 PLAT 7nn~ CI IMMARV Bill #: Fair Market Value: Assessed with: 0 Valuations: Description Class Acres Totals for 2005: General Property 0.000 Woodland 0.000 0 0 -~ Last Improve 0 03/23/2005 State Reason 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 018-1006-30-000 07/18/2005 12:30 PM PAGE 1 OF 1 Alt. Parcel #: 03.29.17.43A 018 -TOWN OF HAMMOND Current X' ST. CROIX COUNTY, WISCONSIN • Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): " =Current Owner * DALTON, JOHN J & CAROLYN G JOHN J & CAROLYN G DALTON 1188 CTY RD T HAMMOND WI 54015 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description * 1794 110TH AVE SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 36.350 Plat: N/A-NOT AVAILABLE SEC 03 T29N R17W SW SW EXC HWY &EXC CSM 12/3338 Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) 03-29N-17W Notes: Parcel History: Date Doc # Vol/Page Type 2005 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations' st Changed: 07/13/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 2,000 13,200 15,200 NO AGRICULTURAL G4 21.600 2,500 0 2,500 NO UNDEVELOPED G5 13.750 11,000 11,000 NO Totals for 2005: General Property 36.350 15,500 13,200 28,700 Woodland 0.000 0 0 Totals for 2004: General Property 36.350 15,500 13,200 28,700 Woodland 0.000 0 0 Lottery Credlt: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 _ --- ~ ~~~ ~ ~ I~ ~ ~ ~ ~ ~~ ~ ~ ~ h? ~ f a., 1~ 1 n9 J ~ ~ 02'58 ~~ E46t~,53 ~~ ~,~ 'a `_ ~ ~ W X1.50 ig~ - _.'---~.`,~~' ~.,~ •. t ~~ ?4.2:76-' ...~~ _ ._ ..__ -LSD-- w _ ,._ ___ _ __,_.~, ~ na'`~``•. ~'. 4 ~ ~ ~ ~ ~ ~ ~~ r ~ ~ ~~ h) c7~ ! ~_ O \~ ~ ~' ~ ~--~ iI ~ ~ ~ e~ ~ lr :.~ ~ a,.J n RAF ~R '\ t.rt L._._. .._._._ .~ ~' . L__ .~_ ___._ ~ _..~ .___ ..~. ~! ~.'~ ~ 1 ~ ~ t 253.19' 282.20' ~ ~a'°~2 1 ~rn~ ~ 535, 39' ~ ~ ~' } ~ ~~ ~ ~ ~ I ~ ~~ `~`'~ ~_ o ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ i ' EX(STiNG D~(VE ~ '~' i Sl? DS Lac ~ ~~"~r~~~ ~ ~ ~ i ~ ~ CCF~N Bi~JS i ~' ~~ 33' ~ .3,3' ~ tL? ff ._,~ t~ /~ K N ~ ~q ~ C~It i ~R`~~`' ~-t'n ~ , ~' ~J , / '~ m ~ f ' ~ ~ J 1 ~ / Jl ' { I i y " ~ - ~ ~~ ~ ~ (j7 ~ ~ ~ ~ ~ ~ 7 f j` s ~ + ~ W x, i (~ 1 , ~, p-'' ~ ~ ~ 1 C ~ J ' ~ ~ / ~ / "/ ~ T; ~~7 .~ V ~n II ~ ~ ~ g9, - , , ~ ~ ~ :~ I -- l.c _...__ ~.. ._.._ ~ .___ __ _~ ._ ~ -- ~ _ - i -~ L r - .~ ~ ~ CX) _ ~1~?Q~~ J~4~J ~ ~~. _ I 4' ~ -- -- S - .. ~ __ Z'd iSLS-96G-SIG uo:~.IeCt anima dZI dE0 + . Sd 6Z irtiC r ~./f/ ~ ,~ '`' ._ ~i! C~ g ~ 'r1 d rr; , ! I U1 m f -~ i~ t _~ C7 ~ ~ Z ~ --P ~ C_.._ r~GRI~'ONTAL_,~,~C;AL..E.y ' AS PEF~ GRAPHIC s~;.~: _~ _~- --- C~.__e~~S_~.~--.~._^.;SC~--.-- -°------~ =;` ` ter- - - Q~~ JPP 04-27-04 OG~ Jr'F' 03-30--~1A ao~, JPP 03-t9-04 002 JPP 03-~ 7--a4- ooa JPP o2--os--a4 ~ "d 3'a~bt-tSS-~ ic. °~ui aOi/~a,~, T tpS ~. iaa~S e0Z SOT SO T I i~C t~,ES~ 11 !~~ ~~~: E'3r:, St.~~~c•_ =s 5~ail. Sev1::r? lrsc. i1.i-a~-#-3~~i3 p.l Y n1$iCta-/~'Si%,r'I ~OtL EVALUATIQN REPORT E~pattmertt of Gnmmelc;e in aca~rdanca wr'th Comm 85, wis, Adm. Code Division of Safety and Buildings Attach complerte Bite plan on paper not less than 8!s x 11 inches In size. P(an must County irc}~c.~~, but nat'.'s,:e~;a, ttr: vertical and horirJontai reference point'C3RA;, dir+t>ticr: srtd pefnxnt gbpe. ':::LL.+ta ~~r tt8?n?r'?inl!$, narth arrow, anC~ docalion and dismnce rn nearest read. Farcek l.D. Please print aft 6nfa~rrnadon. reviewed gy Personal inrprmsNinn ye?r ~ i°r'+.rie',e tray tae used for xCOn~y purposes (Privaey Law, s. ZS.04 (1) (m}}. #1728 ~'r.~ _ 1 of _ 3 _ Steel's Soil Service, Inc. St. Croix 018-200&01-000 _ Date '`Gutting Edge Four, LLC __ Govt. lot na SE1/4, Sf i/4, 54. T29N, Rf 7W Property t7wner+s Mailir~ Address-~~~___.. ~ Let # ~Etlock * Subd. Name or GShA# ~J76170 TN Street f na _ Hstlside !•feights _ C;Ca Staff Z.ip code Phone tVumiaer , ~ City j_ 1 Jitl e 1 TownNearest Road ~------ -- ___ a9 ~5. Harrttnand wl ; S•IOtS i 715-79t;-27£3 F±arnsr:ond iGOTh Ave I Ntlw Const~',~rtinr. -- -`t..u+: ": -r .Reaidardia~ ~ PJtiriioer pf bedrooms ~ 3 Code tlarived design flow rate 450 GPD Z. •; ~-`'~ Regacement -- ~_i Public or eamn3eereiai - Descn'be: n8 ----._.. _ _ _. ___-_-._ --------------------- Parent mater~at ~l,5'~di Cttiw9,Sh F:cooct plain elevatiar,, ;t appiiait>se _.. ~ __ ft. Genstar oomme~^~ t.;c;~vrr;.tional syatani, system slevation 93.358. Trenches apaoed and depth tot code 4.OOft below grade. and recammenr,•a++~ r:r. I 1 i Borirtr ~ ~-i a , ~ c,rouna surraCe atev. __ Vp_~~ _ ft. Depth tG iimiiir~g Factor -- 11G _ in SOkI llpplicatiorr Flatel tKari~an Depth vominant Color pa:%~„ rJ6,Gipti;,r, ~ Texicrce Structure ~ Caxsistenee~ Boundary Roots GPD,9C~ in. Munsel! ...i,_._,__ - t:tu. sr. Cont. Coicr ' Gr. Si. Sh. ~ _ ~ °~s~ri 'Eflfltr2 1 0-iC l0yr 3J1 ! none s~ 2msblc mfr ~ a - 2c. .6 ~ .8 - - - - ~ i 2 1G~3r~ > > Oyr6/4 _ __ _ i - ---.--~- -~ ~ ' rrc~ne ,c !s _.__,____.___ _r....~ - ~-- nsg _-_ - i mvfr .Y__. i c:s --- i na ~ 7 i,fi _.~,_.__._ ~._ 3 36-80 i.;~yr ~fJ6 _~_._ .. -~---- ' none ~ ms osg mt _. _-.- ~ cs _--r_--_--__ ~na s .7 1.b -----._, _ __ ... _._.._, ~} 80-51v ---,- ! ~ ~~a.rA06 ~ none ! grins i oSg i ,r+t j na - .. na ~ .7 1.6 .-.~ ._.T ' ! - i I i I _T _. _-- _ ____ __._.__ _;.._- _.~_._._ -t- . G f 7 3 ~;;j round sur ace elev.9 . 5 ft, Depth to limiting factor _ 11.0_ in. Spit Application Efate Hori,:on Depth ~ f)ominant GAlar F,ea!nx':`r; cription Texture 3Nucture ~__. Consisten _ Boundary- 1 Roots C,PC3~t!' i in. ! Mw.osd , Ceu. 3z. Gant. Cobr Gr. Sz. Sh. 1 'EffiF1 •Et7~ 1 _.._ -- i aty x --- / none ; sit E 2rnsbk ( mfr cs ~ 1c .~5 .8 ` 4- ~ 6-11 14 / _ _--_---------- ~ ' _ _ _ Y none sc! 2rnsbk mfr cs ne .4 j ,6 3 f2-62 ' 7.5yr_5/4- -- none i ros osg j mvFr ~ cs na .____ ~ .7 I 1.6 ' ~ 62 110 i 7.5yM/5 rime ' rns ! ~ ~ rnl ~ na na .7 ~ S.C -----! _.-.__..._ - _ --- --- I __.~~_ ~_.__.,_~_____i-__ ++ II -- -- ~L.~ . I ~ , ~ ,.~ .., Jav d J nSteeiasa Print} S' Hato ~ ~ ~ ~ ~ =w ~-'-- ~~~.'%', ~-~``~~ CST Number •~_ ~ •' ~' _ _ ___ _ 248956 _ 4ddrea~ Sleets Soil Service, tnc. ~ Date Evaluation Cpnduded Yelephane Number -- ssa zeroth St. 8aid4rin, wt 5+t0(i2 7R/~005 715-780••0347 • Effluent #4 = BQC15> 30 ~ 220 mall. ant, YSS > 3Q < 1 °SO rngl:,_ _ " Effluent ~`2 = FC?D< < 3Q mglL anti TSS ~ 34 n~lL SBD•$J3DrR.~Y7/UQ1 -- ProperiyOaJner Coding I:dr~e Four, LLC_ _ ----__-- Parcel IDS _018-2008-01-000_._-_--_.__-- Page __ 2._..of...3 florin # l g ~ ~ Ground surface elev. 95.$5 i;. Depth to limning factor Soil Application Rate ,xJ 110 _ in. Horizon Depth ~ Dominant Color Redox Description j Texture I Structure Consistence! Boundary I Roots GPD/ft= in, ~ Munseil t2u. Sz. Cont. Color ~ Gr. Sz. Sh. j ___ ~'EttrtH ^Efhr2 1 0-6 10yr 3/1 none , sit j 2rnsbk ~ mfr i cs ~ lc .6 ~ .8 _-- ~.~~_._.-________ -~_._...__ II 2. j 6-24 I 10yr4J4 _._ ._ _ -_:__ _„~..__ _.-_ _...___.___.._.~ none _..._______ _ __.._-....r_.~_^ scl 2msbk ~ mfr ._.-__. 1 `. ~-___._. - ~ cs na ~ ~......._. ._ .4 I .6 3 24-44 ~ 7.5yr bJ4 ~ none cos osg i mvfr j _-- --- cs na .7 1.6 4 ! 44-110 I 7.5yr4!6 ~ i ~~.__ -- { i Wane - -~ mh i ms ; o ~ -------- ~ -----_ _-~-------- j ..~._ . i na na _ I ~ 7 " 1.b ~ ----~- i _~._-r----- j I i I ___i ~ ,_ _. ~_--__._~~ ~~ ~ J ft. Depth to limkin factor ,~ Gmund surface elan. _.~_.___. 9 _ in. Soil Appligtion Rate Horizon Depth Dominanrt Cctor Redox Description Texture I Structure Consistence Boundary Roots GPDHR= I in. Munsei; Qu. 3z. Cont. Color Gr. Sx. Sh. _ _ ; 'EftNtT ^Eti7t2 i _.~ _ _ ~~ ~_.. ~_~ a ~ i ...__. .. ~..i... i - _--- -- I -- ...__ _ _-. _ _ _ , _ ___ _ .~.r.._-- ~ ~ ~ - f ~. -- ___ ...-.-~ ~ .._._ _a__-. -- ; -, -___..,. - ~.~_~_.~ _ __..~ _ ~ ~ ---~- _._..~. _ r _. ~ ~___ r-___ _~._.w I .___.____- ----~________ j- P......... _.,J ,., ! f ~ Baring # = i -~~ Ground surface elev. _ ft. Depth to t;'n1ilir p ftivrOr _ __ , ;. SSoil Application Ra Horizon Depth in, Dominant Color Munsell Redox Description 'Texture Structure Qu. Sz. Cont. ColorTi { Cir. St, Sh. .~~ IConsistenoel Boundary i Roots GPDIfY` ~'E1f#9 'Etgf2 i ~ ! i I , ~ __-__._.~..__--1 -_ _ I ~ ~ f _ __ ~._ ~ ---- ~ -- { ~ ~ ~_ _.~ _ ~ _ i ~ -_~_ ~ I ~ __ _..._~_ ~ -......-._.._...~_ ~ __._.._____ _ ~ --~ - - __._._ j _____..._..~~-----.J f -~------- ~ ~ ` 4 .... ~ ~ I~ ~ t .._ _-.-.-_ i + ---,~._._ ~ I ~ .___~ I .._y I I ~ ~ _- ---~.-~- -` ~----- -i-- i _._wJ___..__ ~ j - Effluerrt #1 = gQps> 30 < 220 mg/L and TS5 >30 <_15(J mglL ` Effluent #2 = BOQ~ < 3(} mg/L and T35 < 3G mglL The 17cparIIna~ni Uf Cr1tY11*It'rCp ±~ !tT o~ual opportul~.ity service provider and employer. If you need assistaacc t0 access services or need rnaterial in an alternate format, phrase contact the department at 6U8-266-3151 or'T'fY 608-2b4-$777. ~BIkR33011k.07iM1 a~?l?> ~ ~ ;~-g, N~, ~'d ~~isF-~fl~-~;t. '3~I ~~+*.r;a~ igo~ s~•~aa~.i5 ~6i~L`i SQ "ii i'~C Jul 11 OS 1D:2Da David J. Stee! ~sT-p~wnrz ~.ic. #2~}L~:iS Steel's Soil Seu+!:~? Inc. ~i.S-E6k-tt.~g STEEL ~ S SAIL SERVICE INC. Cutting Edge Four, LI.C 994 200' St. SEI/4,SE1J4,S4,T29N,R17W B21~!It, WI S40C? Town v~FHaaunond; fit Cmi~: C~. T?[rGct '713-76t?-6347 Hillside Heigllts Lat, i Fax ?l S-~iS~4-3449 r~ ~yeIIa ~" = 40' • = Benchmark lrle. 100.00 ft Top of 3/4" pvc pipe • =Alt Benchmark Elz. 99.85 ft Too of 314" pvc pipe ~ - iiortnr~ Boring Btevatians B 1 = 96.95 fi - -_ _ ._-_._ ~,,,_----__--.,` B2 = 97.35 ft I ~ ,-'~ B3 = 95.85 1t '' ~ ~' `B4 = 0.04 ft ~~ c.~ ~ ~ ~ ~ ~ ~ 1 ~, ~~~ 1 ~3 ~ / r' ~~ `i ` ~~ p~ -FS'~ ~ / ~~ •~--_'"__ ~~. LIZ /O', ,J i J' ~~"~ N, f! ~ lh~ ra t ~ ~.~u `R ' ~ --- ----y 1yl i f' ~ __~ t ._..o~, ...,, -_-~--_- ~/ (3 ~' ~`t~~ p.8 ~of~ ~~