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HomeMy WebLinkAbout038-1136-70-150 . Croix, DepeFtment of Commerce PRIVATE SEWAGE SYSTEM County: St safety and Building Division INSPECTION REPORT Sanitary Permit No: 556307 0 GENERAL INFORMATION (ATTACH TO PERMIT)% " State Plan ID No: Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Daul, Thomas & Sara Star Prairie, Town of 038-1136-70-150 CST BM Elev: Insp. BM : BM Description: Section/Town/Range/Map No: Elev'7 33.31.18.559A20 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER fly CAPACITY STATION BS HI FS ELEV. Septic Benchmark 1113 Ci Dosing J Alt. B Lf :tom Aeration / Bldg. Sewer Holding St/Ht Inlet► 1. St/Ht Outlet TANK SETBACK INFORMATION TANK TO SIP/ L WELL BLDG. ent to Air Int e R AD Dt Inlet ~j• + IF Dt Bottom 'z Septic , 5Q I Zn 36 ff- Dosing i :~V / j Header/Man. d Me) 3 , c.5 Aeration Dist. Pipe .0011 Holding Bot. System ~y /-eT4 7 Final Grade IG~ PUMP/SIPHON INFORMATION O ` r Manufacturer 1 Demand St Coyer, cle_( lGPM ; ( ,Z •l~' Model Number Z C.-C 9 > Z 7 ~!f TDH Lift ~J+ Friction Loss System Head TDH Ft X17 • ti c ~ ~ _ Forcemain 1 Length th~ Dia.2 Dist. to Well -36 / SOIL ABSORPTION SYSTEM BEDITRENCH Width Length INo.OfTre as PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS iz 166 16 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR ' UNIT Model Number: Typ Of S- QlQ y4be 11 DISTRIBUTION SYSTEM / 7 Header/Manifold Distribution x Hole Size f Ix Hole Spacin/ g / V to Air Intake Pipe(s) !s l/.,1//.. Length Dia` Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/. odded xx Mul ed Bed/Trench Center Bed/Trench Edges Topsoil ' Yes ® No Yes ❑ No 1 COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 1077 185th Ave New Richmond, WI 54017 (NE 1/4 SE 1/4 33 T31 N R18W) NA Lot 4C_L.yp Parcel No: 33.31.18.559A20 r 1.) Alt BM Description = is 4 ~ eco w' b4"" 2.) Bldg sewer length - amount of cover ` = 15~ / ~/~j ~r}~ r, r Ct-c o t, T Plan revision Required? Yes No e2 2 I Use other side for additional information. U J Date Insepc s Signa Cert. No. SBD-6710 (R.3/97) PLOT PLAN PROJECT Tom Daul ` ADDRESS 855 S. Dakota Ave New Richmond Wi 54017 NW 1/4 SE 1/4S 33 /T 31 NIR 18 W TOWN Star Prairie COUNTY ST. CROIX BEDROOM 4 SYSTEM ELEVATION 94.8' ' CONVENTIONAL AT-GRADE XXX CONVENTIONAL LIFT HOLDING TANK SEPTIC TANS SIZE 1255 4afaons LIFT TANK SIZE DOSE TANK SIZE 765 MOUND HOLDING TANK SIZE LOAD RUE •6 ABSORPTION AREA 1000 # of chambers none BENCHMARK V.R.P. Top of Steel Fence",' Post ASSUME ELEVATION 100' Filter Bear ❑ BOREHOLE O WELL *H.R.P. Sarmas Benchmark 185th Ave 2 Acre Parcel Scale = 1/411 =1 O' 1 5 C' I 91.5' 93.5' Area 15 below L. system is to s remain 95.5 undisturbed Pro) 4 Bed Huffcutt Combo H ouse 12% Slope Tank House B - Tank is to be properly bedded and provided with lockdown covers with approved warning labels B-2 4.$ Property! Line Grading is to be done to divert run-off away from system COPY PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE SUMP / EFFLUENT MODELS EFFLUENT MODELS 3/8',112" & 3/4" SOLID PASSING CAPACITY 3/8",112" & 3/4" SOLIDS PASSING CAPACITY 191 MODEL 48 53/55 72 76 57159 98 1371139 140/4140 151 152 Feet Meters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters al. LitersGal. Liters Gal. 5 1.5 29 110 43 163 38 144 50 189 72 273 93 352 86 326 50 189 69 261 77 10 3.1 22 83 34 129 30 114 40 151 61 231 79 299 80 303 45 170 61 231 70 15 4.6 10 38 19 72 14 53 30 114 45 170 64 242 73 276 38 144 53 201 61 20 6.1 - - - - - - 17 64 25 95 36 136 66 250 29 110 44 167 52 25 7.6 8 30 59 223 16 61 34 129 42 3 9.1 - 49 185 - 23 87 33 o o 12.2 28 106 - - 11 15.2 - - - - - - - - - 60 18.3 70 21.3 80 24.4 90 27.4 - - - - - - - - - - - - - - - - - 100 30.5 110 33.5 120 36.6 - - - - - - - - - - - - - - - - - - 130 Shut off Head: 18 ft. 5.5m 19.25 ft. 5.9m 18 ft. 5.5m 25 tL 7.6m 23 fL .Om 26 ft.(' .9m 50 ft. 15.2m 30 ft. 9.1m 38 ft. 11.6m 44 f 16114161 163/4163 16514165 18514185 186/4186 188/4188 189/4189 1 Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. 100 379 61 231 61 231 - 58 220 145 549 145 549 45 93 352 61 231 61 231 58 220 140 530 140 530 45 189 85 322 60 227 61 231 - - 58 220 134 507 135 511 45 4189 79 299 59 223 60 227 58 220 128 484 131 496 45 70 265 57 216 59 223 58 220 122 462 125 473 45 62 235 55 206 56 220 85 322 58 220 116 439 120 454 45 188 45 170 46 172 55 206 N322 104 394 109 413 4188 20 76 33 125 50 189 193 58 220 90 341 97 367 45 15 57 39 148 121 58 220 71 269 85 322 45 23 87 34 52 197 51 193 69 261 45 10 38 - 45 170 26 106 51 193 45 153 31 117 2 8 34 129 45 - 16 80 17 64 40 - - 4 15 30 185 - - - - - - - - - - - - - - 20 4185 10 56 fL(17.1m) 66 fL(20.1m) 89 R(26.4m) 73IL(22.3m) 114 t(34.7m) 91 ft.(27.7m 110IL(33.Sm% 1371 A 0099228 A CAUTION Model 185/4185 should not be subjected 48 7 53,55 76 137 to less than 30 feet TDH. 57,59 139 NOTE: For Pump Performance on Model 112, Industrial col- 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 umn explosion proof pump, see FM0219. 80 160 240 320 400 480 560 FLOW PER MINUTE 009922A AN D MODEL 211 264 266 267 268 270/4270 282/4282 284/4284 292/4292 293/4293 294/4294 SEWAGEFeet Meters G.I. Liters G.I. Liters G.I. titers G.I. Liters G"I. titers G"I. Liters Gal. Liters G"I. Liters Gal. tit- G.I. Liters Gal. titers 5 15 B2 310 90 341 126 464 125 484 128 454 132 500 127 4111 179 678 140 530 = - 196 742 DEWATERING 10 3.0 53 201 60 227 89 337 89 337 89 337 101 362 96 363 157 594 124 469 181 685 1 15 4.6 32 121 23 85 50 189 50 189 50 189 77 291 64 242 133 503 10B 409 118 447 165 625 20 6.1 10 38 10 38 10 38 56 212 34 129 106 401 91 344 10B 409 150 568 25 7.6 - - - 29 110 6 23 73 276 75 284 96 363 138 $15 i 30 9.1 - - - 42 159 56 212 82 310 121 45B 35 10.7 33 125 65 246 108 409 ~ 40 122 - - - - 10 38 48 182 94 356 1 50 15.2 58 220 60 18.3 Z 1 11 41 70 213 - Shut-,N Head: 19.5 fl 5.9m 18 ft55m 21,5 fl a6m 21.5 fL 6.6m 21.5 fL 6.6m 29 fL B.8m 26 fL 7.9m 35 fl 10.7. 42 ft.02.8m 50 fL 15.2m 62 ft.16.9m 1 1 293 PUMP PERFORMANCE CL commerce.wi.goV RoE Safety and Buildings Division county 0 wEo~ bbl W. Washington Ave., P.O. Box 7162 raj / L 2 jyfky P<rmit Number (lo be £11cd ir, by co') 'seons i j Madison, WI 53707 -71 l)epartmeM of Com 988~v ~J -7 j~ Sanitar F State Transaction Number pplication Z f 3 D 1 In accordance with s. Comm. 83.21(2), VQ of this form to the appropriate go unit is required prior to obtaining a sani t~. Application forms for state-owned POW roject Address (if different than mailing address) submitted to the Department of Commer Ncgfr~onal information you provide may be used for secondary" purposes in accordance with the Privac s. I5,040)(m), Stats. I o e~/ fl ~ ? 1. Application Information - Please Print All Information Property Owner's Name Parcel # ` T 0 3Y-1136,,-70 /sa Property Owner's Mailing Address Property Location J S2- 0) . Govt. Lot City, State Zip Code Phone Number /t/LJY, Section 3 .-t L71 T ~N; R leon W H. Type of Building (check all that apply) Lot # Al or 2 Family Dwelling - Number of Bedrooms O V- _ _ Subdivision Name Block # T ❑ Public/Commercial - Describe Use ❑ City of ❑ State Owned - Describe Use CSM umber r/ ❑ Village of Y f! / n of !-/E 1"sL -i , III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ~4ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal it Revision El Change of Plumber [I Permit Transfer to New List Previous Permit Number an d Date Issued Before Expiration Owner IV. Type of POWTS System/Component/Device: ec all t a a ❑ Non-Pressurized In-Ground ❑ Pressurized In-Gr nd -Grade ❑ ound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (expla ❑ Pretreatment Device (exp ain) V. Dispersal/Treatment Area Information: a0 S Design Flow (gpd) Desig it Application Rate(gpdsf) Dispersal Area Required (s Dispersal Area Prop sed sf) S stem Elevation VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units E U New Tanks Existing Tanks e►"~' v (T~y ° Y a y iw C7 ti ri U (n Septic or Holding Tank j x Dosing Chamber VS 7` VII. Responsibility Statement- I, the undersigned, assum ponsibility for installation of the POWTS shown on the attached plans. Plumber' Name (Print) Plumber' i ature MP/MPR,S,Number Business Phone Number / - 01,,LO Plumber's A ress (Street, City, State, Zip Code) Z L s VI . Coun /De artment Use Only Permit Fee Da Issued suing Age t Signature ~ Approved ❑ Disapproved $ C} r ❑ Owner Given Reason for Denial b , O + D{, Qi(4"ip0A "p pRyal/Reasons for Disapproval c~►~ 1 Septic tank, effluent filter and L I/ ZO! Z- dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained 2p al5perapplicab Attach to complete p ai for the system and su to the County only on paper not less tha 12 111 inches in size SBD-6398 (R- 02/09) ~EpnATa~ Safety and Buildings 141 NW BARSTOW ST FL 4TH o~ WAUKESHA WI 53188-3789 Contact Through Relay ✓ ~.`l P www.dsps.wi.gov/sb/ v l ~ www.wisconsin.gov ~e .paw ` LS~~ sfitONP Scott Walker, Governor Dave Ross, Secretary July 31, 2012 CUST ID No. 226900 ATTIC- PO WTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 07/31/2014 Transaction ID No. 2130894 SITE: Site ID No. 782225 Tom Daul Please refer to both identification numbers: 185TH Ave Lot 4 above, in all correspondence with the Town of Star Prairie agency, St Croix County NWl/4, SETA, S33, T3 IN, R18W Lot: 4, Subdivision: 609278 FOR: Description: At-Grade, 4 bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 1384616 Maintenance required; 600 GPD Flow rate; 40 in Soil minimum depth to limiting factor from original grade; System(s): At-grade Component Manual, Version 2.0, SBD-10854 (N.03/07), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/01); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: This system is to be constructed and located in accordance with the enclosed approved plans and tlg, t-grade Component Manual, Version 2.0, SBD-10854 (N.03/07), and the Pressure Distributi n Co ent' uaf>Version 2.0, SBD-10706-P (N.01101) 'r G In the event this soil absorption system or any of its component parts malfunctions so asth hazard, the property owner must follow the contingency plan as described in the approved plans. In n, t e owner must comply with the operation, maintenance and monitoring duties as described in section a at-grade component manual. A copy of this information must be given to the owner upon completion of ttib project. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. SHAUN R BIRD Page 2 7/31/2012 Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. Owner Responsibilities: • SPS 383.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4) shall be considered a human health hazard. • SPS 383.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sinc ly, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Julia Lewis-Osborne POWTS Reviewer 2, Integrated Services WiSMART code: 7633, (262) 397-6005, Fax: (608) 283-7481 julia.lewis@wsconsin. gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety & Buildings will be modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety & Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. Cover Page RECEIVED JUL 2 0 2012 Shaun Bird SAFETY BUILDINGS Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: 7/17/12 Owner: Tom Daul Location: NW 1 /4 SE1/4 1333 T31 N,R18W Lot 4 185th Ave Star Prairie System type: At-Grade ' Manuals Used: At-Gracie Component Manual version 2.0 SBD 10854 (N. 03/07) Pressure Distribution Manual version 2.0 SBD 10706-P(N. 01/01) Page# 1. Cover Page 2. At-Grade Plot Plan 3. At-Grade Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9-11. Soil test 12. Filter Specifications ~ a r~Shaun Bird ~V Signature License number 000 PLOT PLAN .PROJECT Tom Daul ADDRESS 855 S. Dakota Ave New Richmond Wi 54017 NW 114•SE 1/4S 33 /T 31 NYR 18 W TOWN Star Prairie COUNTY ST. CROIX SYSTEM ELEVATION 94.8' 4 BEDROOM CONVENTIONAL AT-GRADE XXX CONVENTIONAL LIFT HOLDING TANK SEPTIC TANK SIZE 1255 4allons LIFT TANK SIZE DOSE TANK SIZE 765 MOUND HOLDING TANK SIZE LOAD R)1TE .6 ABSORPTION AREA 1000 # of chambers none BENCHMARK V.R.P. Top of Steel Fence'.Post ASSUME ELEVATION 100' Filter Bear ❑ BOREHOLE O WELL *H.R.P. SamL-as Benchmark 2 Acre Parcel 185th Ave Scale = 1/4 11 =10' 150' Well 0 91 .5' 93.5' Area 15 below system is to remain 95.5 undisturbed Pro 4 H ~tffc utt Combo Bedroom 12% Slope Tank House B- B-3 Tank is to be properly bedded and provided with lockdown covers with approved warning labels B-2 Property Line Grading is to be done to divert run-off array from system At-grade System Sloping Site Cross Section and Plan View - - E i~ ► Dimension Feet L'L•'L•L•L•L• R. •.1L•L• L•d L•L•'ti•1~•L•L•L L L L•L L L L•L L L L•L•L L L• i A L• L• L• •L•L L L•L•L L ~r•1ti■,• r,••t•r•d'•1' r •j.t•.r•r•~f'••••1•'.r..1'.1'■r•r•r•r 1' r 1'•r t r 1•d' l 1' r•d 1' 1' 1'• I ' 1~r.J'tir,r,rti~'~'j'%~f.d,.•LrLJ•~'S'rL.■L,L,tit'L1'L~'LrLftirLrL1'ti'rL•rL•'y1'LrLrL'rLr11'LrL'rLrL1'L.'L'`Lj•• L•L•L•'4••'L•L•L•y'ti••.•L•L•L•L•'1•+L L L•L•L•L•L•L•L•L•L•'L•L•L•L•L•L•L•ti•L•L•L•L•L•L•L•'L• I B I r•'+'4•'ti ti'1'S"~ti'~'~"~••'ti'L•L'~L'L•'L.L?L•Lr'L'L%~LfL'LrLfL`~L~L'L~LrLrL'rLjLrL'rLfLrL'•LrLrLf'LjL, _ '•1.t•1'•~f•.r'1'•1"r•r•d■'r■.•r'd'1''d'r'1'•,"'r"I'.r'r•1'••'• j•r.r•f`r•r"'•1'r'r'f'r'1'r'r'l' ,,,,L•,y,L,L,'i,,q,•L,L•~y,•M1,•i,,~L•L•L•L•L•L•'L•L•L•L•L•L L L•L•L•L•L•L•L•L•L•L•".•'L••.•L+L•L L I : {5.;'L;ti;''.;''Lr1~:'LrL:~•:q~Ltti'~~L~L~L~t~'ti~iL~L~'y~~1~~4~''y~'b~'L:'•:'■:'L:'L+tij'L?ti•'Lrti~LrL~'•~4r•L~ti:t.}t. _ 1 /6 B ' I ;:,;{;4r1.:y'~'.fL:y:ti:L•:L~;■ryry~S~tLt• Lt4~•~1.•:titL~'.fti:tijl~~L%LJLrti tirL?'V?ti'1.`''4''L~'L~''.?1.~4~'L• I I ''ti•'Lry~'Lr~~t1LdL~•L~ti11~~~,L~',t~t~d1~ti~'~rtirti~'ti1n•,~'''Lt,•,•~L~''L~';••~tijti L~''Lti 1.`~''L~''L?Lr'L','L~'S•'LrL' W A C ,'.f.r. j.,r.,r■r■•r•1'•1"1`■''■r■■''1''1''1''r.r'1''r'1'• f•■'.1'•'••r•r•r•1'•r•.r•1'•r•1•r•1'•J•r•f •."•r• D I. 1,:.•:1'~r~1'~1'~r rtir4d':1'%1''~~'~•1'%f1r~jti1'~1''~f~.l''~r~1'~:.'•:r~rL."ti}~:•r:j'~t~'t~'rti1'~.'•1}tiJ~J'~'}'tiryJLr~• ; 1J 2.0 L•L•L•'L•L•L•'L•L.".•L•L•L•L•L•L•L•L•LK•L•L•L•1~•L•LK•L■L•L•L•L•L•L•L•L•L•L•L•L•L•L•L• E 5.0 •1•l•t•r.r•,r.d''r'~f"1•r.d'•d■l'•f•.'•1'•r•r•1'•d•.'•1'•.'•.P.1'•1•d•r•1'•r•1'•f.1'•.r..'.1'■.!'•.'.1 •~7'• rL~L~L j. jti~L~ti~:~.~ Jti j~~~?~, f~ j,~ fti~,L fL fti f~.~~ j",L f~ f'~• f~ f~ f~rL f~ f~r,1,ti1•~ fa.P~■•~r•1'•r■r•r•1'• • _ I •,•L•L•L•,,•'I.•L•L•L,L,,•,L,,,,L,L,,,,L,,,,L,L,L,L,L•L•L•L•L•'L•L•'1.•L•L•L•L 'L•L•L•L•L•L•L•L• ',I 'L F 0.5 r,L1,'y~,~r~,~,'yj~,ft~,,'~~~•,'Lrti:tiff,'L:~~y~~,•jtLf'L~'.':':'Lty~'L~,L~,L'%L~L~,~~L,L•,L,,L`;',,L•L'~•,•L•L••"•ytk'L' rti?~r1rtirti~tir~r'f• ~ti:ti: L:'Ljti~L~4~ 4~'L~'L~'.~'4~ L~1~: L: ti:L: L:y:yrti 'Lrti:1~:'f • r1.~'L~•.rL~ti•i•.• U` 1.0 ~ti,,..~~~~~'1~1~;~~ :1f~ftirL~'L~•L~LJ~~Lr~~'Lrt..L~{{,L?ti~1,;~L~ti•Lr'S.~LrL?L •L~'L•LfLrL`'L'~L• L /V E 1 /6 B ,~f W Z Z - E d L % Slope -1 = Plowed :':r~• = Clean aggregate 0 = 4 in. sch. 40 pvc L•L• ` basal area ~L?L• %2 to 2 '/2 in. dia. observation pipe Lateral with 2" Topsoil Cap aggregate over pipe Observation Pipe Geotextile G With Can Fabric r r r~f•r S• .3 Ft Lateral Invert L L 'L•ti•L•L• `r'r'r`r'j'r'r' r•r'r'r•r'r'f'r'r' Topsoil Cap L L ~ L L•L•L•L•L LK•L•L•L•L•L•L•L•L•L 6l • r.1'.l.r.r.l•1'.~t.1.1'•d•r t r,•. l r•t l 1'•r 5 L L L•L L L •.•L•L•ti•'~.•~.•~•L•L•'~•ti L•L i t t•r d' t•d•.• t l 1 1'~•': J' J 1'~.t r:l t f,r l q L•L■L L L•L L L F ti L ' -L Lr~. L L~L~L Lj Ft Contour r,r,r r ~•L•L•L+L•L•4•L '=•L L MR. D Plowed Surface C Slope Direction GENERAL INSTALLATION: The at-grade area is staked out along the design contour. Existing vegetation is mowed and raked off the site. The basal area (L x W) is staked out and plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a '/4 inch soil wire when a sample is rolled between the palms of the hands. The A x B area is covered by clean aggregate deposited overhead by a backhoe. Special care must be used when placing the aggregate to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire at-grade is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are perforated in the lower 6 inches and secured in place. 03/051gj Page of Pressure Lateral Layout One Lateral - End Manifold s 4 - Threaded Cleanout Lateral Turn-up A No Plug Force Main M - M M ! l~ X L Long Sweep 90 Bend Pressure System Construction Distribution Network S ecifications Lateral Diameter In. Laterals are constructed of Schedule 40 PVC Orifice Diameter S In. pipe. Orifices are drilled perpendicular to X (Orifice Spacing) In. the pipe with a sharp drill bit and face down. L Lateral Length) g Ft. Lateral turn-ups terminate with a threaded Force Main Diameter In. cleanout plug and are enclosed in a 6-8 inch Force Main Length Ft. diameter lawn sprinkler valve box accessible from finished grade. Grade •••••••::Q:;: 6-8 Inch Lawn Sprinkler Valve Box 03/051gj Page of Sep. tic-I:)osefank Cross Section And Pump Performance Specifications "Tank Manufacturer Pump Manufacturer L-c14---------- - _I"ank. Model M Pump Model Number Alarnt Manufacturer _ i otal Tank Cspacity of S S Model Number D Alarm Max. Bury Depth Switch Type Jrl'1 eCwct,~_C_, - - - Total Dynamic Head (171314) -Feet LT_~ -kilter Manufacturer Elevation Head Dom' I~"alter Model 'Number _...T.------r- Distal Pressure Network Loss Minimum Pump performance Required Force Main Loss _ GPM; I- Ft TDH Total _ - l J8L- - Outlet Manhole Min. 4" Above Grade With Manhole Min. 4" .Above Grade Locking Device. Inlet Manhole With Locking Device < b" Below Grade Sealed Watertight Securely Mounted Weather-proof 1 Junction Box. Finished Grade VAN Vent Min. 12" Disconnect Above Grade Means " With Vent Cap .1.,.....,.,,.1..1. .~<~r 1>1>•> . ~ !1><f<! ~ >1.<i <i<1 .<!s1 Yee+, i'{. .<M .r>1>f>i/< i> .i~ /<.a~ ! f <I<> 1'. ,>11 t,1 Outlet Filter ' Y Inlet Inlet Baffle - , Y• A Switch Settings and Reserve Capacity _M Tank Volume = GPI weep Dimension Inches Volume Gal. X. B Hole (reserve) A: 10 X (alarm) g' 2 Off Elevation C (dose) C . 3 Ft Bottom (dead) D Elevation R. 71 Total Ft a 1 <<. i , t 1 I t 1 t 1 1 1/ i>t!1 / I t f t>I 1 t i t, 1,1 < 1 a 1 < r • i l< 1 i 1< .>1: 1:111. .IY:1IIi 1 Ili I:Ir1 1 I:.:I:.l ill < > 1<!~ < r171 t1{ 1 ~ 111>11l ~ { i':I>11,1VII11l: 1!{, I'{r1111//./SII 111 111'1 1 1 ii: 111 + t 1111• •1111. GENERAL INSTALLATION: The septic/dose tank is bedded and back filled in accordance with the manufacturces product approval specifications. Maximum depth of bury as speaifi d by the manufacturer may not inexceeded without inleet t and and o ot. utlet is Manhole covers exposed to grade have an of 0tive locking device (padlock) nstalled.Piping at the e in of approved material, connected to the taint with watertight fittings, and laid on stable soil to prevent settling or sagging. The force main is sleeved with 4" Sch. 40 PVC to bridge the tank excavation and the sleeve is sealed watertight. Electrical service complies with NEC'300 and Comm 16-28, 02/OS L.l page _ of V LaserJet 3100; 1 71b bbie tMie may-o-vU c.:jUrms w1l~ 9EH SERVES SUMP/EFFLUENT PUMP s5 o o ~ specifications 1tu~ssttt ~c ~re~ltctenr~~ s~ Ell AINB ItSA1i N► Ry.M1 lYArflOrrn p tY 1S' 3r ill. !NI ilia! Usttlli M0. YI attl csuE 509330 UVW 41% t45 314 170 1000 70 64 55 41 32 13.9 2D 24 9.11 x 11.6A.94 IO 3f4 9.5 1000 70 54 55 41 32 13 8 23 24 9.11 01.64 :9.94 8tN-[9~4 509340 01IC54 4i'0 g 314 13.0 1000 70 64 55 41 32 13.9 20' 27 9.11 11154%8-94 gQl-t74•fd3 509350 OM 4"•0 102 70 5 41 1 77 9.11 x 11.61 x .94 4-0 MQ- W4 0.5 Cordrrvws9otyRslad-"LMWCi MWastew4tu arorMConthMSdotyasbROaS ftYaMrunwlbintlroWe~shsd► nCslaOrosePOrnDS. FLOW- LITERS/F117tu4' Construction 0 loo0 2000 Joao Motor Housing EPOXY Coated Cast Iron Impeller Material Poly Carbonate Closed Vane 1o Impeller'I c 3o Volute ABS Power Cord SJTW-A F 7.5 W _ Mechanicdl Shalt Seal Nitrile with carbon and 420 ceramic faces a s a Fasteners--- Stainless Steel la x Shaft Stainlem Steel _ - e.s Beam s Upper Sleeve and Lower b ! Ball Bearings 0 - 0 --7 TM IM 80 0 20 40 40 FLOW- GALLIINS/!QNU PUMP PERFORMANCE CURVE Little Giant rump Co. 115v 60142 P() eox t29te • OkIMlooa CKN OK 73157 •Y°' P4one: 445.947.7511 • Faa: 465.21&1550 ~ te1 ~otsoto ~ Frmdl: custo4aers~r•ice0d egi t ppn 945235-07!03 WWW.LjttjeGIantPUMWC02 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page I of FILE INFORMATION SYSTEM SPECIFICATIONS ,Owner rw Septic Tank Capacity --S al ❑ NA Permit # - 1 Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS ! Effluent Filter Manufacturer - 2 ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units A Pump Tank Capacity 6,5 gal ❑ NA Estimated flow (average) gal/day Pump Tank Manufacturer NA Design flow (peak), (Estimated x 1.5) 6~; 0G gal/day Pump Manufacturer ❑ NA Soil Application Rate gal/day/ftz Pump Model ❑ NA Standard Influent/Effluent Quality Monthly average* Pretreatment Unit NA Fats, Oil & Grease (FOG) :530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BODS) :5220 mg/L 40NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) :_150 mg/L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BODS) :530 mg/L ❑ In-Ground (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) :_30 mg/L /VA At-Grade ❑ Mound Fecal Coliform (geometric mean) 6104 cfu/1001 1 ❑ Drip-Line ❑ Other: Maximum Effluent Particle Size YB in dia. ❑ NA Other: ❑ NA Other: KN A Other: ❑ NA *Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA -Zyear(s) Pump out contents of tank(s) When combined sludge and scum equals one-third (Y3) of tank volume ❑ NA Inspect dispersal cell(s) At least once ever ❑ month(s) (Maximum 3 ears) ❑ NA y' 194ear(s) y Clean effluent filter At least once every: ❑ yeoa~(s)(s) ❑ NA Inspect ❑ month(s) pump, pump controls & alarm At least once every:~rear(s) ❑ NA Flush laterals and pressure test At least once every: ❑ onth(s) ❑ NA ear(s) Other: ❑ month(s) At least once every: ❑ NA ❑ year(s) Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Y3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01) Page !r of f START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a 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 another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site aluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the i filtrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name Q Name Phone Phone 72, ~a?- SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name U Phone ~d oIt Phone This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. ~saas~AQ Installation STEP x Dry fit the filter case onto the and of the outlet pipe to ensure it is centered under the access opening. If not, then either insert more pipe into the tank through the outlet or solvent weld (glue) additional pipe onto the outlet pipe. STEP 2 While the case is still dry fitted on the outlet pipe, measure the length of -4A-inch pipe needed to brace the filter to the tank and wall if utilizing the optional supplemental side support, If side support method. is not utilized, proceed to step four. --'F;' For installations utilizing the optional supplemental side support: solvent weld the V.-inch pipe onto the filter case. N side support method is not utilized, proceed to step four. Solvent weld the filter case onto the outlet pipe. Insert the filter cartridge into the case, pressing down until the filter locks into the bottom of the case. If a AS switch is utilized- insert into the filter and lock by turning clockwise 900, Maintenance 1. The effluent filter should be cleaned every time the septic tank is serviced. 2. Open the outlet access opening to inspect the tank and filter, 3. Pump the septic tank completely, making sure to remove the sludge layer on the bottom of the tank and not just the scum and effluent. 4. Once the effluent level has been lowered below the invert of the outlet pipe, firmly pull up on the fitter handle to dislodge the cartridge from the case. S. Slide the cartridge up and out of the case for cleaning, fi. If a VPS switch connected to an alarm is present, the switch should be removed by turning counterclockwise 90" and cleaned with water only. 7. While holding the cartridge an its side (large fiat surface facing down) over the access opening, rinse off the cartridge with water only, making sure all septage material Is rinsed back, into the tank. jY A1 t B. If VRS switch is utilized, replace by insertin turning clockwise 90*, g into fitter and 9. Insert the filter cartridge back into the Case, pressing down until the filter locks into the bottom of the case, w I0. Replace and secure the access opening on the tank, www.bearonAte.com 877-MLFILTERS (653-4583) t RECEIVE[' Wisconsin Department of q m SOIL EVALUATION REPORT ] P ge of 3 Division of Safety and Buil7in "12 f".- ST c,.,-. in accordance with Comm 85, Wis. Adm. Code 1(77 PLANNING & ZONIf~~ yr County Attach complete site plan on paper no ess than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. Q _ -/So percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Q Please print all information. Revi a Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). -71-z, / Property Owner Property Location Govt. Lot 1 /4 f_ 1 /4 S 3 3 T N R E (or W Property Owner's Mailing Address Lot Block # S Name or CS -T I - :;,n9.;-?1 V (3 37 o city S e Zip Code Phone Number ❑ City 1 ❑ Village tl~Town Nearest Road X071 ( -F-`r n D ( ) cST~( arc / New construction Us Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement Public or commercial - Describe: Parent material :-46419 Flood Plain elevation if applicable 1 ft. General continents and recomirnendations: 3 7i L yam/ ~ J System Type System Elevation 1 ♦ S sf/Z2 M Boring # Boring C C y Pit Ground surface elev. 5 J ft. Depth to limiting factor 7U in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 101/1 51 1r Z - bl3 m - 3 - /,7 0 P - yn - e724 r a ~o r- fo--70 ® Boring # 0 Boring Pit Ground surface elev. . ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 4/1 Y. 0 CZ i -rn 02 Effluent #1 = BOD > 30 < 220 mg1L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5404/ 715-246-4516 f r.. Property Owner _ Parcel ID # Page of 2 Boring # Boring Pit Ground surface elev.! ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 p- jp ~3)L C~> - I r s m I .s w► - Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring # ❑ Pit Boring ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/l. ' Effluent #2 = BODS 130 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. SBU-8330 (8.6/00) Soil Test Plot Plan Project Name Tom Daul Shaun r Address 855 S. Dakota Ave New Richmond Wi 54017 CS #226900 Lot 4 Subdivision Date 7/19/12 N W 1/4 SE 1/4S 33 T 31 N/R18 W Township StarPrairie Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevatiani 100 ft. Top of Steel Fence Post System Elevation 94.8' *HRpSameas Benchmark 185th Ave 3t u, q ~ 2 Acre Parcel scale = 1/4" =10' Scale is 1" = 40' unless otherwise noted 150, Well 91.5' 0 93.5' a 95.5 Pro 4 N Bedroom 12% Slope House . B- B-3 B-2 94.8' Property Line COt1'1meme.wl.gOV Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 , ' ~~0~ Madison, WI 5 3 707-7 1 62 Sanitary Permit Number (to be tilled in by Co.) [)aparUsltsnt of Comttteroe 5 5 730 Santa Permit A lirIro n tateTransac6onNumber rY pp RC IVD in accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this fo the appropriate governmental ~ unit is required prior to obtaining a sanitary permit. Note: Application for stat e-owned POWTS are roject Address tf ifferent than mailing address) submitted to the Department of Commerce. Personal information you pe trio a se r eco dory -I 1~ purposes in accordance with the Privacy Law, s. 15.04 ] m , Stilts. j ] l 1. Application Information - Please Print All Information ! l Property Owner's Name L SQ~~ N areel # _/0 M, DA ►l PLANNING & ZONING OFFICE C+ -3 „ _ 6-1) Property Owner's Mailing Address Property Location s,3 j J Govt. Lo -5- Z,~e or_ City, State Zip Code Phone Nu er /7P - y, tion -53 trole N C t tJ CAJ L TN; r W H. Type of Building (check all-that apply) Lot Subdivision Name or 2 Family Dwelling - Number of Bedrooms Block ❑ Public/Commercial - Describe Use t~ ❑ City of QI~. Z7S _ ❑ State Owned -Describe Use CSM Number 11 Village of / W G✓ ~ w(PC~.~J ~ ~ own of III. Type of Permit: (Check only ne box on line A. Complete line B if applicable) A' a ystem ❑ Replacement System ❑ TreatmentlHolding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. El Permit Renewal El Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS S stem/Com onent/Device: (Check all that apply) _ -Pressurized In Ground 11 Pressurized in-Ground 11 At-Grade ❑ Mound > 24 in. of suitable soil El Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain)- _ ❑ Pretreatment Device (explain V. Dis ersallTrea ent Area Information: 2 ,-Design Flow (gpd) Design Soil Applicatio te(gpdsf) Dispersal Area Required (sf) Dispersal Area Propo (sf) to Elevation G o / 54Z~ S' -7 0 VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units a U New Tanks ExistingTanks v tF-- VII. i A Septic or Holding Tank Dosing Chamber Responsibility Stateme - I, the undersigned, assume usibility for installation of the POWTS shown on the attached plans. T;_~ Business Phone umber Plumber' Name (Print)( Plumber's S- re Plumber's Address treet, City State, Zi ode) r- VTIL,CountylDepartment Use Only If pproved tsapp Permit Fee Date 1s cd Issuing nt Itu ~r~ m rr r9 Ow rven Reason enial IX. Conditi easons for Disapproval / 5 sIiRt~i 1t dise tank, effluent filter and , to . r dispersal cell must all be services ~ maintained u•°~'1 42 par management plan provided by plumber. 2 1111't#etbfckfequteftts must be maintained '19 P- ac t t system and submit to the Co duty only on paper not less than s ll2 x I I Inches In size SBD-6398 (R. 01/07) Valid thtu 01/09 PLOT PLAN PR6JECT Tom Daul ADDRESS 555 South Dakota Ave New Richmond Wi 54017 NW I/4 SE 1/4S 33 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 11 /15/10 4 DATE BEDROOM CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1517 # of chambers 75 BENCHMARK V.R.P. Nail in Pine with Ribbon ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 94.0 2' below qrade Q B-1 185th Ave 3% Slope B.M.* 100' 10" B-2 Vents 15' ST 50' B-1 5 55 B-3 20' 3-3' X 102' Pro 4 cells with >3' Bedroom spacing House Please note: further testing is to be done to find a more suitable area Property Line Plans Designed Using Conventional Powts Vent Manual Version 2.0 >6" Quick4 Standard-W ?4'L r Leaching Chamber with 20.0 ft2 of Area 12" 5.8ft^2/pair of end caps Well is to meet all g setbacks required by 3 4„ Grade at System Elevation WDNR Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: 11 /18/10 Owner: Tom Daul Location:NW1/4 SE1/4 S33 T31 N,R18W Lot 4 185th Ave Star Prairie System type: In-ground absorbtion system (conventional) Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4-5. Maintanance and Contingency Plan 6. Filter Specifications Sh Signature License number 900 PLOT PLAN PROJECT Tom Daul ADDRESS 555 South Dakota Ave New Richmond Wi 54017 NW 1/4 SE 1/4s 33 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 11/15/10 BEDROOM 4 CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1517 # of chambers 75 BENCHMARK V.R.P. Nail in Pine with Ribbon ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE (DWELL * H. R. P. Same as Benchmark SYSTEM ELEVATION 94.0 2' below qrade C B-1 185th Ave 3% Slope B.M.* 100' 10' B-2 Vents 15' ST 50' 55' 55' 20' B-1 ;B- 3-3' X 102' Pro 4 cells with >3' Bedroom spacing House Please note: further testing is to be done to find a more suitable area Property Line Plans Designed Using Conventional Powts Vent Manual Version 2.0 >6" Quick4 Standard-W of Cover Leaching Chamber with 20.0 ft2 of Area 5.8ft^2/pair of end caps 12" Well is to meet all Long setbacks required by 34„ Grade at System Elevation WDNR Cross Section of Quick 4 Standard-W Leaching Chamber Typical cross section for 2 of 3 cells Quick 4 Standard-W Leaching Chamber with 20.0 ft2 of Area per Chamber 5.8ft^2 pair of end plates To be >1' above grade Finish grade elevation Typical Installation 97.0 ,jvent Grade Vent 4" 41 A~30/34 Septic Tank 5' 4' Long '1„ Grade at System Elevation 34" Grade at System Elevation 34" Spacing 5' 3-3' X 102' Cells :Observation tubeNent Same on other end To be located on end of Cells %A B System elevations: C A_93.9 B 94.0 25 chambers per cell, C--93.9 Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Eff luent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 Years cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Contingency Plan Option #1. If system fails, determine cause of failure, use alternate area and install new sys . tested replacement area. Option #2. 1 stall system at a lower elevation, by removing chambers, removing biomat, nd in new system. Option#3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715-246-4516 St. Croix County Zoning 715-386-4680 Pumper Tom Mondor 715-246-5148 Shaun Bird #226900 i ST. CROIX COUNTY I SEPTIC TANK MAIlV"rmimCE AGRFMENT AND OWNERSHI[' CBRTEnCATION FORM owner/Buyer ` - MWb*Addrm Properly Address U (verification required from Pbmizimg & Zoning Dept fox W-w u-) City/Stag ParceY idezrtificatio, Number DESCRZLPT'ION LZOAL V4, ac. N R / JW, Town, of pwperty Locedon~ V41 S, -f I s Lot # Subdivision volume pap # 7 -0. CertlBed Snrvey Map Warranty Deed # Volume Spec ho=e yes Lot linos identiSabie I ox caTi ~s~ axC~ orvx~~ CEO. i AND li -1= to hafldle vast m l I: buproper use and of mm~atenaace sof y= septic system covjd eptic tank ~ yeats~tsooneab ff'aae'~ b'S' a lid pear. what y~ gat'~ae° . out the P of 1he septic tank as a treatment stage in the wants di posal Olt= Ownr MUOMOe System M affdct the as prdiamtica. Cbalrber 12 - St. Cmnc Caairty ;Sanity responsibilities are specified in §C=m. 83.52(1) and in a certifimfim tom, siped,byex ~ The property owner agrees tq submit m St. G`roix CawntY PlaaninS Zo>9 AeParteaeot that (1) the On-Sift owner and by a master p joamcymaa P', restricted pb=bw or a licensed PMmPer ~ P WOO (if ~sary), the septic took is i wastcwaur disposal system is in pwper operating °a dition and/or (2) after iaspec IM hart 113 fall of sludge: and agree to maiatah the private sap disposal sy with the ssaadards set frt sig:md have ~ tyre above of C==== and the Depsr=ent of Natural ResoarOM4 Stetc of WisconshL iu;t~ b=vai.asset by m Dap s rtmiaat t~outrty Plazmia8 ~ C~tifrcatioa stating tW your septic leas been maiataiaed mast be completed and retumd fir tale St. Cms Zoiing Deparmunt witltm 30 days of the dace year cgAmtion date. l/we certify that atl stiftments.on this form are true to the best of my/oar l ww1e fte- Uwe aratme theowner(s) ofthe ~ pmputy des n-N d above, by vad:e a waacaaty deed recorded is Register of Deeds Office. i I Numb 0 mss I S GNATM OF AP'PLICAN'T(S) DATE the Plamrin8 tit Zoning Dqutm ***Any iafovim mat is =srepreseflmed may result is the saaitt zy PerM bem8 r"OkOd by h ide with thin application a reowded warty deed fi m the RegbOer of Deeds Office and a copy of the certified survey map sf ! leCereace is merle in the warranty died. (REV. 08/05) i I 4 'y Wisconsin Department of Commer EPvacy VALUATION REPORT Page \ of Division of Safety and Buildings th Comm 5, Wis. Adm. Code County Attach complete site plan on pa er not o ches siz e. Plan must inGude, but not limited to: verti I and h~ int ( direction and Parcel I.D. percent slope, scale or dimens' ns, n6ripn and istance to nearest road. o34'~i 2e2 C;7 plea on. evi d by ate Personal information you provide may be used for secondaroses vary Law, s. 15.04 (1) (m)). 21 L5 . Property Owner Property Location Govt. Lot 1 y4 Jr14 S T / N R E (or Property Owner's Mailing Address n Lot # Block # ubd. Name or C M# C• Fate Zip Code Phone Number ❑ ity ❑ village own Nearest Road i C (7 1 ,21,446 New Construction Use: [%aesidential / Number of bedrooms. Code derived design flow rate g /f"ir~'✓ - GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation i pplicable ft• General comments r- and recommendations: I L; Boring a Boring # ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Co insistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring # Boring ❑ pit Ground surface elev. Depth to limiting factor7 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 6- ate- "Z"4' G~ V` - rr s~ v --L S~ m v~ S- 41;_ 122 * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS 5 30 mg/L CST Nam (Please Print) Signature CST Number 'o Address Date Evaluation Conducted Telephone Number e^ r- - 6-e /5'~ 766 i Property Owner za Ad Parcel ID # Page of Boring # Boring ® ❑ Pit Ground surface elev. ft. Depth to limiting factor *14e in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF / in. Munselll Qu. Sz. Cont. Color Gr. Sz. Sh. / *Eff#1 *Eff#2 _ 00, 35 S~ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 Boring a "Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS > 30 < k&ff1g1 ehtt; SS$'>30 5".158 mg/L * 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 608-266-31 S 1 or TTY 608-264-8777. SBD-8330 (R.07/00) 1 N 1 Property Owner eS7~n Ltk . Parcel ID # Page of Fil Boring # ~ Boring ❑ Pit Ground surface elev. / V. eft, Depth to limiting factor 7 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 S - 12 q Li 4bA F1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Y 4 4 n E] Boring ~9 # , ❑ Pit -Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate HOnzOn Depth Dominant Color Redox Description Texturg Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 v.yM- *~Eftluent #1 = BODE > 30 < 15e rrog/L * Effluent #2 = BODS < 30 mg/- and TSS < 30 mg/L t. 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 (R.07/00) Soil Test Plot Plan Project Name Tom Daul Byro ird Jr. Address 555 SouthDakota Ave. NewRichmond Wi.54017 M #220527 Lot 4 Subdivision 609278 Date 9/10/2004 CountyST. CROIX NW 1 /4 S E 1 /4 S 33 T 31 N/R18 W Townshi p StarPrairie Boring Q Well PL Property Line# Alt. BM ,BM or VRP Assume Elevation 100 ft.Nail in pine Ribbon System Elv T-1=94.9 T-2=94.7 T-3=94.5 H.R.P. Same as BM SCALE 1" = 40' Unless otherwise Noted 185th ave ve ay "A - 0 00. 1 00, PL Alt B 22' BM 10' B2 4 Bed Garage 1 B3 House Bl 55' 55' 10' '509 to PL > 300' to PL 98' 97' 96' ii•}rin Department of Commerce SOIL AND SITE E ULAV ATION Divlnion of Safety and Buildings Page of -wreau c lhtegrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code I Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. .t percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # 3 r 6-- 1SZ APPLICANT INFORMATION - Please print #Kj tGratta! nr evie ed y Date Personal information you provide may be used for secondary r~a s`. tt.~046) (m)). S - Property Owner rr Prop rty Location (bra I''. i y1 0 Gut...: of N - 1/4 5 1/4,S 33 T 3 N.R g E (or Property Owner's Mailing Address P Lot Block# Subd. Name or CSM# 1 ~bN to Ilo JUii 2 , 1999 7 ~ (a9zY&(✓'3l~~to) City State Zip Code S•=i?hpne Num NTY 4 ty ❑ village © Town Nearest Road* 54 New Construction Use: ❑ Residential / NumDar { _ Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow qsD gpd Recommended design loading rate • bed, gpd/ft2 • -5 trench, gpd,* Absorption area required bed, ft2 460 trench, ft2 Maximum design loading rate , bed, gpd/ft2 • -S trench, gpd/ft2 Recommended infiltration surface elevation(s) ! f 2 ♦ 3 C 9 2. a 9 21_4.9 3- _7'r &J _ft (as referred to site plan benchmark) Additional design/site considerations 3, y 5 (],f) 9 .47 ST,71~ 9 I. " W C us) 9b-97' 3 - 5 X (.o? ►~eg Parent material A, dt C", A t 1 Flood plain elevation, if applicable ft Fu Sultable for system Conventional Mound I T In-Ground Pressure AT-Grade System in Fill Holding Tank S~ U = Unsultable for system 9 S El U ❑ S EAU ® S El U ❑ S ®U ❑ S E4 U El SOIL DESCRIPTION REPORT 6tax, Borin # Horizon Depth Dominant Color Mottles Structure GPD/ft2 g in. Munsell ou. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed , Trench 1 0-~ R 31~ L a n ro Fr- 45 a F .5 -I 10 `A ON tom- ~ n) sbw - m C W _ jr , S , L • (O Ground I3-aq -7, 5yR`1)4 « y t k- Inst C L&, 19F .6- . • to elev. 9S ft. q 4y.`lp -7.5'%` s I_ t c. ro, Fw Cw 1 F . S . 1r .{o Depth to 5 Flo s~ 7.~` (3.4/y-------- S 0 - `}e. rv. limiting Vin. Remarks: cFl o. a t,~ Boring # 0-9 0`1 R,3/:11. 5L 2mGIZ, MFr ^+5 011= ,S ' .b a 9-Iq 7.5'1 R. Nq 5 L a M S b k M f c w F .5 . 3 la al 151 "1 ~V a rn ,5 b K M `Y- C to J F ► S to !o ~ Ground 5L- o9 M,5 10 k.. IM Fe aw t tJ F , S ; . Lo elev. 5 ya 9d ` R. 5 L , FSb M Fr s- z.29/ Depth t0 limiting furor t'f -10-in. Remarks: CST Name (Please Print) Signature Telephone No. ornY} 716-AV3-35 S8 Address Date CST Number o h t, ~'av- rA r'~c %QT 5-.~9 -91 + { ~ r K t SOIL DESCRIPTION REPORT PROPERTY OWNER M G 14 In i t. Page 4 J?f _ PARCEL I.D.N Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GVpjft2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 3 a- 9 I:n'~Q31 - 5 L amlo MFr 5 aF 9-/6 7.518.5) - SL aM5bk Fr Ct,J 1F .5 .6 P Ground 3 1i is 7,5`IR.yl C.L_ 2MS6MFir' Cw IvF elev. `G.L ft: 8-fib 7.5`ip-y/ Se.L a7m b MFr• Cw ►dF Depth to 5 q6-51 1S 12 4 5 0-5e, 1% L a L4.1 limiting to 51- 90 7. Sy ft`1 S L, 1 FS j ;;t M rj- , q: . S factor 9D in. 9z•z9 s!/8~ Remarks: Boring # 0-9 D`1R05 SL o?rnt;re_ mfr Iq5 dF •5 . i. 9--18 7.5 R y/ V L c, w 1 F .-7 • j- 3 AS-45 7.5 4 R - S L d v+~s k m F r c. w! v F .5 . to Ground y 41,1 64g.y/ S L f!S6k r~ Fr elev. q b.~n. • Depth to limiting factor min. Remarks: Horizon Depth Dominant Color Mottles Structure P ft2 in. Munsell Ou. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench Boring# 0-9 D40/3 SL a?h,(ok 1h Fr 45 ~F: n: 9-1 ,SYP.S) 5 L Qr-166%t Fr r- w IF .5 ' . kv 3 14 7,S`1Ry/ - 5 L ?r,sblc M~ C-w q Ground 4-99 7, 5'iP.` N S L .7vw,sb1f, 1"Fir Eo✓ 1,,,) r .5 ' . ~ elev. • y . 5 q 4.2lq tt. $ y4-9S I Ry y S L I f g bk.. rmt'r Depth to limiting ► ~ v f> 70 r in. Remarks: Boring # Ground elev. Depth to limiting factor In. Remarks: SBD-8330 (R. 07/96) 01-lkdt. `,,,t SOIL DESCRIPTION REPORT PROPERTY OWNER G E A V1 i y- Y e_ SOIL ~ '2f PARCEL I.D.0 Boring # Horizon Depth Dominant Color Mottles Structure 2 in. Munsell Qu. Sz. Cont. Color Texture Consistence Boundary Roots CD/ft Gr. Sz. Sh. Bed , Trench 3 95 iF S , 9-1e -7.51 Ground 3 ~,~.ag s H R yl elev. cL «°e+l+n 3b M F' ~W Iv ; , S , Sc.L 2 V-6 V, MFr Lq .Depth to S q 6.5 1 S `12 ~j 5 M L w , . }actorg 4, 51-10 7. Sy (?•.y~ 5 L. I r6)0 K M r f- 9D in. c'+12.29 Remarks: s!/ _ Boring # % O-q t h M L c, w 3 8-SLS 5'1 R 5 L d v►,.S F r c. W )VF . 5 , to Ground q yS-9 `SyR.y~ 5 L 1r Fr r elev. . . 5 9b~n. Depth to limiting taTor _ b in. Remarks: Horizon Depth Dominant Color Mottles Structure in. Munsell Qu. Sz. Cont. Color Texture Consistence Boundary Roots Boring # Gr. Sz. Sh. Bed Trench l d -9 D4 013 S L in G A. F' 9-1 ,54Q, s~ KA '7, S 5 t.. .i r*s Sb V. Fr ct~,9 I F . S . 1P . i Ground 449 7, S y e,9)4-~......~ S L .7•. ShtC. 11tirte Gam' 61ev, ~ J F - 5 . . 9 4. ~g n. 5 49.9 Depth to limiting t' a fv$r In Remarks: Boring # Ground -T_ elev. Depth to a. 4 limiting factor In. Remarks: SBD-8330 (R. 07/96) ~ ~'J~ ad + nl~tah:e. hth~ kc.,. 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I 1 Lt049 IAA 'Puow401>,1 MON 1 J 1 ri 1 Sze Xog loo-A1S PJ141 1503 60L 1 r1 1 c~. ► 6L£1•-9*,Z (StL) 'ON auoyd r ONRl33MON3 11A10 V ONV aA21f1S ONV7 ►i Aq pa.Aoda.Ad ( •sM.La.W=N *,71 .mss iiU dO */i Lo;s) tussjil aor }`sa'~~ • n ,I I 3N 3HL AO 3Nn 1S3tN r j I,£E iPUDK3 'V 17aNx AQ Po3~dj0 l SaNV'1 031LVldNn tg L LQ44o'P;So410 L a 91.8 LL :EGNMO :;o ;oanbas oy; ;o puo AD; poiodaid ooUlO oPooO jo -iolsiboL1 AlunoO x1oto •;S o4; 10 LBoofi 'oN 'ooQ £LLZ obod 9 ownloA u1 popjoool puo poglJOGSP co dopl A-nS pol;!;j00 o So L 1o-1 Bulaq :ulouooo!tA %;unoo xloa0 -1S '81J1o-ld -Ao;S to uMOI '}ooM SL 96UDH NIKON LT dl4suMo1 'CC uol;oos jo sol jonp ;eooy} ~:,o o Jo;Jonp ;80041l0N 04; }o }god w poloool J VW AgAH 11H a y 7S Z 6Os pNbl e. 6W 9 a env 3 S 1i Vat 1-9 ~i NUSNHOf $ {X '3 OWN 11 J 2 0 8 9 P 2 8 3 STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX Co., MI This Deed, made between Bradley H. Lehrke and Melanie R. RECEIVED FOR RECORD: Lehrke, husband and wife, 12/18/2802 09:35AM EXEMPT # Grantor, and Thomas J. Daul and Sara A. Daul, husband and wife, REC FEE: 11.00 TRANS FEE: 129.00 COPY FEE: CERT COPY FEE: PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area That part of NE 1/4 SE 1/4 Sec. 33-T31N-RI SW being part of Lot 1 of Name anRPff,%"A OGLAND Certified Survey Map recorded in Volume 8, Page 2113, as Document No. ATTORNEY AT LAW 449087 described as follows: Lot 4 of Certified Survey Map recorded in P.O. BOX 359 Volume 13 of Certified Survey Maps, Page 3710, as Document No. 609278, HUDSON, WI 54016 St. Croix County, Wisconsin. 038-1136-70-150 Parcel Identification Number (PIN) This is not homestead property. ()J) (is not) Exceptions to warranties: Easements, restrictions and rights-of-way of record, if any. Dated this day of December 2002 * * radley H. Lehrke « * Melanie R. Lehrke AUTHENTICATION ACKNOWLEDGMENT Signature(s) Bradley H. Lehrke and Melanie R. Lehrke, STATE OF WISCONSIN ) husband and wife, ) ss. County ) authenticated this day of December 2002 Personally came before me this day of i the above named * Kristina Ogland TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Notary Public, State of Wisconsin Hudson, WI 54016 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) I * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals Company. 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