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Home My WebLink About032-1030-50-150 (3)Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: JERRY & SHIRLEY AUDORFF City Village Township TOWN OF SOMERSET CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION SANK SETBACK INFORMATION • 145; TANK TO P/L WELL BL G. V nt-lo Air Intake ROAD Septic T Dosing Aeration Holding PUMP/SIPHON INFORMATION SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. Croix Sanitary Permit No: 648453 State Plan ID No: Parcel Tax No: 032-1030-50-150 Section/Town/Range/Map No: 11.31.19.146A-15 STATION BS HI FS ELEV. Benchmark 3. Alt. BM `-�f c2isi 11�lot-it Bldg. Sewer 5".15 9%. Ig St/Ht Inlet Is St/Ht Outlet ^ . A-S J l W In t A A r\ n f DVttAj V V 4 v Header/Man. Dist. Pipe Bot. System Final Grade ik:T' 1,�►�k 4.45 '�l•°�i11 1°I If% - 04 St Cover •�� A9r BED/TRENCH DIMENSIONS Width . Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR UNIT Man2u>4urqr,, T Of S ste . y y �Q 7 5 1 � 3 Mo umber: DISTRIBUTION SYSTEM - "- Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems 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: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 657 LAKESIDE LN 1.) Alt BM Description = � — rt6YQX0YN&-A-*__ � �� 1 _ 0�1 2.) Bldg sewer length -�.eo � - amount of cover = 1% --- 0�s - t 4S ��► �� Plan revision Required? ❑ Yes X 40 171 4 No 00e Le Use other side for additional information. 16 A ') I 1W io SBD-6710 (R.3/97) Date s ctor's Signature Cer . No. .�k�`'�� Department of Safety county St. Croix - & Professional Services, Sanitary Permit Number (to be filled in by Co.) . x1.io n /000�� O r Sanitary Permit Applicati-oh State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit Na Project Address (if different than mailing address) is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. LA/ I. Application Information Please Print All Information Property Owner's Name Parcel # Jerry & Shirley Audorff 032-1030-50-150 Property Owner's Mailing Address Property Location 271 72nd St. North Govt. Lot City, State Zip Code Phone Number Mahtomedi, MN 55115 (612) 360-0018 SW 1/4, NE 1/4, section 1 1 T 31 N R 1 IL Type of Building (check all that apply) Lot # Subdivision Name ® 1 or 2 Family Dwelling — Number of Bedrooms Na — Accessory bldg.. 04 CSM Vol. 16, Pg. 4320 Block # ❑ Public/Commercial —Describe Use Na ❑ City of ❑ State Owned — Describe Use ❑ Village of CSM Number A)c X 682642 ® Town of Somerset pe of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C if Eapplicab!1."1.,, ® New S stem Y Re Replacement System p Y Other Modification to Existing SystemAdditional g Y (explain) Pretreatment Unit (explain) B. Holding Tank In -Ground At -Grade Mound Individual Site Design Other Type (explain) (conventional) C.® Renewal Before ® Revision Change of Plumber Transfer to New Omier List Previous Permit Number and Date Issued Ex iration 633311 issued 4/ 16/2021 Dispersal/Treatment ersal/Treatment Area and Tank Information: I I Infiltrator Quick 4 Standard Plus chambers & 1 air end caps, Pol Lok PL-525 effluent filter Flow (gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (sf) Dispersal Area Propose (so System Elevation 150.00 gpd. 0.7 gpd./sq. ft. 214.29 sq. ft. 230.60 sq. ft 95.25' Capacity in Total # of Manufacturer , Tank Information Gallons Gallons Units o 7� New Tanks Existing Tanks _ Septic or Holding Tank 320 Na 3 1 Wieser Concrete X Dosing Chamber V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number James K. Thompson p / i ;` MPRS 30021(715)248-7767 Plumber's Address (Street, City, State, Zip Code) L/ 340 Paulsen Lake Lane, Osceola, WI 54020 VI. Coun /De artment Use Onl Approved ❑ Permit Fee Date Issued Issuing Agent Signature caner G ason enial Conditions of Approval/Reasons SYSTEM OWNER:for Disapproval - �,e.(�` 1 Z) l ern E s 6 J*,0_ ltca3��J IL04- Nor I. Septic trek, f�unt filterand dispersal III A n must b i / maintaIned �r -a4 �y q r v cct mL1Qm,elplan l V�ded by kJf Flri � . All setback req uj rements inu st be maintained as per appliGabl code i nces Attach to complete „plans for the syste and s»b:nit to the County only on paper n°�Mess than 8 1/2 x 11 inches in size -6 S D- 3 8 R. /22 D O CaPD ": : ........... ................. .............. .......... ............. ............... ............... ... :: . : ■: : ........... 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Conventional POWTS Index & Title Sheet Project Name: Audorff Accessory Building Conventional POWTS Owners Name: Jerry & Shirley Audorff Owner's address: 271 72nd St. N, Mahtomedi, MN 55115 Site address: 657 Lakseside Ln., Somerset, WI 54025 Project Location: Subdivision: Lot 04, CSM #682642, Vol. 16, Pg, 4320, Doc. # 1118623 Legal Description: SW1/4 NE1/4, Sec. 11, T.3IN. , R. 19W., Tn. of Somerset, St. Croix Co., WI. Parcel ID #: 032-1030-50-150 Page 1 Index and Title Sheet Page 2 Site Plan Page 3 Dispersal Cell Sizing Calculations Page 4 Dispersal Cell Cross Section Page 5 Septic Tank Cross Section Attached: Pole Building Plans Mater Plumber Restricted Service: James K. Thompson, DSPS Credential #30021 Signature: Date: April 11, 2023 Page 1 Of 5 Design pursuant to In -Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01/01) ": : ........... ................. .............. .......... ............. ............... ............... ... : . .. .: : .. ........... I. ............ ........ .. . .......... ............. ............. ............... ......I...... .............. .............. ............ ............. Ale / V � �C �0 ,: . . .. :: : %: : ........... .. . �..:............ ....:......... ........... ....... .. ................. .. 1. I.. A.� $ ! �. 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'.: :. % ....... . .. . ............ ...I...... ....... ........... ..... �.. o -it/nr l . ... w • LrR/ �� .. .... ............. ............... ............ ......... ............. a .. ..... ............ .. : .: ... .... ........... ............... .............X twe,cl .... ...... .. % :: % % % Audorff Residential Accessory Building Dispersal Cell Sizing Calculations 1. (100 gallons estimated flow)(1.5 design factor) = 150.00 Gpd design flow 2. Infiltrative capacity of native soil = 0.7 gzpd/sq. ft. 3. Absorption area required: 214.29 sq. ft. 4. Absorption area as proposed: 225.30 sq. ft. (11 chambers + 1 pair end caps Infiltrator "Quick 4" = 20.00 sq.ft. EISA per chamber, Infiltrator "Quick 4" end caps = 5.30 sq.ft, EISA/pair 214.29 sq. ft. — (1 pair endcaps)(5.30) = 208.99 sq. ft. 208.99 sq. ft./20.00 = 10.45 chambers required Number of trenches: 1 (a, 11 chambers per trench (20 chambers total) Trench width: Trench length: Trench spacing: Total system area w/ 6' trench spacing: v 2.83' 47.00' Na RV-v 47 00' Pg. 3 of 5 IN -GROUND DOSED -GRAVITY DISPERSAL AREA Stepped Elevation Trenches with Quick4 Standard-W Chambers 3-ft Trench (down -sizing credit) %V SOIL COVER it 1 Highest Trench System Elevations = 95.25 ft; ft; TYPICAL TRENCH CROSS SECTION VIEW (No Scale) 34" a (typical) a Lowest Trench (as applicable) ft; ft; ft Provide minimum 3 ft separation between trenches. Quick4 Standard-W w/ End Cap Observation Pipe (typical) (Show location of inlet / outlet pipe connection on plan view.) (typical) TYPICAL TRENCH Install per manufacturers instructions. PLAN VIEW - - - - - - - _//_ - - - - - - - _//_ - - - - - - - - - Z/ (No Scale) I O A = 3.0 ft L#AilIItill 1t111 _ � � (typical) g = 47 ft —i (typical) Quick4 Standard-W Chamber (typical) INSTALL PER TRENCH: (mfd by Infiltrator Systems, Inc.) 11 = 220.00 Install pursuant to manufacturer's instructions. Quick4 Std-W @ 20 ft2 EISA/chamber ft2 + 1 Pairs of end caps @ 6 ft2 EISA/pair = 5.30 ft2 = Proposed EISA per trench = 225.30 ft2 Required Infiltration Area = 214.29 ft2 x 1 trenches = Proposed Total EISA = 225.30 ft2 Distribution Method: branched manifold RESET 50" 4" CAST —A —SEAL O FILTER OR BAFFLE --J TOP VIEW 0 a wl ry INLET 00 � rIN SIDE VIEW JTLET W320-MR TANK SPECIFICATIONS DIMENSIONS: WALL: 3" BOTTOM: 3" COVER: 4" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 58" O.D. LENGTH: 50" O.D. WIDTH: 50" O.D. BELOW INLET: 46 1 /2" O.D. LIQUID LEVEL: 43" WEIGHT: 3,880 LBS. 4" CAST —A —SEAL INLET AND OUTLET: 4" CAST —A —SEAL BOOT OR EQUAL GASKET, CAST —A —SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: WI SCON SI N, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 8.0 GAL/IN TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS LOADING DESIGN: 8' 0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/ HOLDING/ PUMP OR SIPHON COVER: MIX DESIGN #8 NO FIBER) TANK: MIX DESIGN #10 STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: 0 I � Of 0 0_ I n 0 >N�IN Z N Ld Ld Q Of 0 0 0 0 } 0 m 0 o� Z 0 3 � L;j Of Q J_ 0 0 L_ WLo Lo W U 0 CoL0 0 � Ld 00 o a L W0 I } O O W= 00 W D w SHEET N0. OF 1 co N 00 N O trz a Document Number Document Title St. Croix County Accessory Structure Affidavit le C, Name -- (Owner) Typed or printed He/she is the legal owner of the following parcel of land located in St. Croix County, Wisconsin, with their deed or document of ownership interest recorded as Document Number St. Croix County Register of Deeds Office. This property is described as follows (include lot no. and subdivisionlCSM or detailed legal description): OR. (V . Q See attached deed copy for legal description II 11111111111IIlINIII I (IIl III DocId:89710 7 Tx: 5155345 1166010 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 04/24/2023 08:25 AM EXEMPT #: REC FEE 30.00 PAGES: 2 Recor ding .1r•ea Name and Return A dress r►e�Au 2n d ke- e G� 1-o Wr Parcel "Identification Number (PIN) ogz- /0.30 -,5;0 w .As owner of the above described property, I acknowledge that the Private Cnsite wastewater Treatment System (POWTS) serves an accessory building on this lot and is sized for a future C_) bedroom home, or a design flow of gpd. This'accessory building may not be used as a residence on this parcel. I also acknowledge that I will disclose this information and stipulation to any future parties interested in purchasing this property. Dated this �_ day of )r I AUTHENTICATION Signature(s) authenticated thisr2L51 day of TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706A6, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY: St. Croix County Community Development (Signatures may be authenticated or acknowledged. Both are not necessary.) W ACKIawLEDGMENT STATE OF -WiSC-ON6W W Y1� St,-ispic County, } Personally came before me this day of pv r the above named to Y' to me known to be the person(s) who executed the foregoing instrument; and acknowledge the same. KRIS -"A KELLEN � NOTARY PUBLIC Mil4NESOTA .....y'V MV rn ,'vt3 EV3ners 0113'1 t2027 Notary` Public, State of3MjEtftft2LwII�,1� My Commission is permanent. If not, state expiration date: Date: 31 St. Croix County 1166010 Page 1 of 2 eOXAte V1 Q TU w zni 0 ew di 0 an ow LIU > XTO. ............. ......... ... ......... . ..... .. .................. . .. . . ..... .. .. ............. ................ . a . .. ... ... .. ............................ ... . ................. .. ... . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .... ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ 6W IPS]iAluA�:�� L��/Rr_,'NEWAL . . . ....... EVIOUS NO. wo / �n 6 Ell AV 11 � L 1 Uff-'r M -13h 9d R: L I'm ( 0 -.'O'40do 0 # 2/ ................... WN vd"""k F m fv% 6 P- -. s=' Woo,, I A— I SEC ,T Nq AND/Nk--dwR CSom�.0 �p - �}'3Z MW :1 � x CHAPTER 145.135 (2) WISCONSIN ST.A TES (a) The purpose of the sanitary permit is to allo installation of the private sewage system described in the per t. (b) The approval of the sanitary permit is based n regulations in force on the date of approval. (c) The sanitary permit is valid and may be ren ed for a specified period. (d) Changed regulations will not impair the vali ty of a sanitary permit. (e) Renewal of the sanitary permit will be based n regulations in force at the time renewal is sought, d that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1.979 c. 34,221; 1981 c. 314 Note: 1f you wish to renew the permit, or transfer nership of authority. tpermit, lease contact the county he P ty ry F.5 Vjj. .. . . .. ... 10 . ... ............ . .... ..... . . ..................................................... . ..... .............. . .... .............. . ....... ................ ....... ................ .... .... .. ................ ................ .. .. .. . ..... ........ .. .. . TYX S S REN'" , WE l'i ills -rr-.JRMI ExrIRFS Z-0,2 �5 uNL-n jr-d I SBD-06499 (RI 1/20) . .. .. ...... .... . . U.-A Wisconsw Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purPoses [Privacy Law, s.1 04 {1 }(m)] Permit Holdees Name City Tillage Township Jerry & Shirley Audorff TOWN F S ME SET CST BM Flee Insp BM Elev BM Description TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic [Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO PIL WELL BLDG. Vent to Air Intake D ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer- NJDerrand C PM Model Number TDH Lift Friction Loss System Flea,,-j TDH �t For ernain Length Dia. Di to Well SOIL ABSORPTION SYSTEM BBDfTRENOH Width Lengit', No. Of Trenches DIMENSIONS SETBACK SYSTEM TO PIL BLDO WELL INFORMATION Type Of System - DISTRIBUTION SYSTEM County, St. Croix Sanitary Permit No. State Plan ID No, Parcel Tax No 032-1030-50-150 Sectionrl-ownilliangelMapo�I 11. 1./1 .1 A-1 STATION BS H I FS ELEV. Benchmark Alt BM Bldg, Sewer e0000r BtIHt I n let t]Ht Outlet Dt Inlet Dt 3ottom Header/Man. Dist, Pipe B ot. System Final Grade St Cover PIT DIMENb:e)NS INo Of Pits Inside Dia Liquid Depth LAKE/STREAM L DH1N OHA R R Manufacturer UNI Model Number- -Ieaderllanlfold Distribution x Hole Size x Hole Spacing Vent to Air Intake pipe(s) Length Dia Length Dia Spacing 1L (;OVF-R x Pressure Svstems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xxSeeded/Sodded xx Mulched Bed/Trench Center Bed[Trench Edges Topsoil F-1 Y8s ] No [:] Yes E: I No MMENTS: (Include code di screpencies, persons present, etc Location: 657 LAKESIDE LN 1.) Alt BM Desnption - . Bldg sewer length = - amount of cover = Plan revision Required' u Yes No Use other side for edditionaJ information. _ L Date BD-6710 (R 3,W) Inspection #1 . Inspection #. Inseptor's signature ert No count-v ivl Safety and Buildings Divislon St. Croix 201W.MWaadsishoin, Wl 53707—Og., .71.62 2 ani(ary Penlia Number 6o be filled in bly Co.) Sanitary Pc�mit A Beats State Transaction Number mi I fr. accordanc Wi� g -Opri' ropriate g submission of this form to tJ 5uh 'nr it Na is required prtoF t �6 Ts an: arr, permit Note Application forms for state wne 5ubmi to -() i s Project Addre��if different than mailing address) the Department of Safety and I ofessionall Sci-Nices. Personal infomiation you provide may be us �condaiy PLIrPOSCS in acc�)rdnnce with thwklrivacy Law- S 1.504(1)(m),Stats *pw++e 1. Application Information lease Print All Information Property Owner's Name lease Print n, cel ti JerryLA Shirlev Audorif 032 A -10"0-50-150 Property OwneCs Mailing Address 2 71 72nd Street North City, State Mahtomedi. MN U. Type of Building (check all that apply) 1 or 2 Family Dwelling - Number of Bedrooms Public/Commercial - Describe Use j El State Owned - Describe Use Zip Code E CW , Ill. Type of Permit: (Check only one box on line A. Coj A Ne%v System ReplacTement System —re B- i Permit Renewal a Permit Revision Before Expiration IV -Type of POWTS -SYstemiComponen Phone Number (6 1 -2) 3 60 - 18 Lot# X04 k# Na CS jumber 1 1 62642 F--- -, Plete 11 e B if applicable) G ovt. Lot S W —Vi, N E Section 11 Nl,clrcle one' T 31 N, R 19 W Subdivision Name CSNI Vol. 16, Pg. 43,20 Ll City of Village of Town of Somerset atnierit'Hol d 1\1 - Cank- Replace-ment OnlY F] Other Modification to Existing Systerij C List Previous Pert -nit Number and Date fs�ued hange of Plumber PermitTransfer To New -n \,y n e r ice: (Check all that apply) X '4 -�'r e �ss u r �-c d I �n- G r �ou j Pressur, d In -Ground El At -Grade Mound > in. of suitable soil F] Mound < 24 in of suitable soil NFFZ�4 EHolding Tank Other Dispersal Co portent (explain)_ Pretreatment Device (explain) ess"'- ed 'r Mound �\in o, E' P' / _7: [dispersal Co pon nt fV M. In 4tio n FF V. Dispersal/Treatment Area In Mfi0n: 22 Infiltra or_Quick- 4 Standard Plus cham rs & 2 pair end caps, Polvl.ok IIL-525 efflafent filt. r Eitsign Flow (gpd) De�ign Soil )(plication Rate(gpdsf) D-ispersal Area R�.,cltjjred (st) )ispersal Area ProposedSystern Elevation 300.00 Gpd Gpd.` Sq. Ft. 428-57 sq. ft. 450.40 sq. 95.25 V 11. Tank Info Capacity in Total 9 of 11 ufacturer Gallons Gallons Uritts ��Yank.; k Septic orHald�ng Tan Dosing Chamber 750 NIL Responsibility Statement- 1,F the uncle Plumber's Name, (Print) James K, Thompson Plumber's Addtess (Street, city', State, Zip Code I 11 Wieser Concrete 1. 1 —1- - gnc(14 assUpe responsibility fur installation of the POWTS shown on the attached plans, Number' Signature MP/M.PRS Nunibrr BuSiness Phone Number •MPRS 30021 (715)248-7767 340 Paulson Lake Lane, Osceola, NVI 54020 VIII. County epartment Use Only )(ApproN-ed 11 Disapproved Permit Fee Date Issue Issuing Agen'IgTiature SYSTFM F-UbMier Given Reason for Denial $ 6 -21 Issue ix. d,0�4�bas -for Disapproval jk) S S 4 C V 1 �Ct al S r, 1! 1 1:., e! I I S+r-v C-�� r-t ('W by p,wmkber. -C\j Y I 44 -�-ro m S4. ( r-cD Co vv% 2 All sell-wck MLIC11 he maintained Xi as per 0e V,4- to S )� froV Jbke 6� 5 4-e 11A� I I K ~ e-� ^A ST LF f%jAttach to complete plans a r the sy ten 0n 1I 5bmit to the County on y on paper notlees Iess than 8 1,7 x 11 inches Gu es ij sue I BIB- (;Wrciff'r t-e- 0-4--sA 4- aff-ct M." 5de 0 I7 Offi 747 ' . ' VAi 13 3 jk d 0 �� I Conventional POV4rTS Index &Title Sheet Project Narne- Audorf 2 Bedroom Cariveritional POWTS Owners Name: Jerr & Shirley Audorf Owner's address: 271, 72nd St. N, Mahtomedi, NIN 55115 Site address: xxx Lakseside Ln., Somerset, W1 54025 Proj ect Location: Subdivision: lot (ISM �'682642 Vol. 16. Pi, 4320 oc-41118623 I zc� Legal Description: SNN,V4\F_P4, Sec. 1t,T.1.11 ,,R. Z W., Tin. of Somerset, St. Croixco, W1. Parcel ID 4: 0 _32 -10 3 0- 5\11 5 0 0 Page I dex and Title Sheet Page 2 1 Plan Page 3 Disp sal Cell Sizing Calculations Page 4 Disper I Cell Cross Section Page, Infiltrator 4" Chamber Specifications Page System Mail ement Plan Pa 7 Septic Tank Cr s Section P ge 8 Effluent Filter Sp ificatioris age 9 Septic Tank Mainte ce Agreement f. page 10 Certified SurveN Map page 11 Warrwity Deed Attached: Soil Evaluation Report House Plans mater Plum 6Re�stricfd Service: James K. Thompson, SPS Credential #30021 Signature: Date Page I Of I I Design ptirsuant to In -Ground Soil Absorption Component Manual for POWTS, version 2.0 M-10,7105-P (N.01/01) 308-16 JO 6 CFIV -r--. APR 0 P� � �� ST � 1/0 w 4� iv ss CIS 99.,5,2 41 jqj'd4, A .moo. VF f Aud(,)rff 2 Bedroom Residential Dijp.(,rsal Cell Sizinf,)- Calculations 1 (2.00 grallons estirnated f1mv)(I .5 desiorn factor) = 300.00 Gpd design flow 2 Infittrative capacity of nat ve soil 0.�7-gpd`sq. ft, so 857 S - . ft. 7 s -1 . Absorption area required. . 4. Absorption ana-ti as propowd-_4.- 0.40 s , ft, 222 chambers + 2 pair end cans Infiltrator "Quick V = 20.00 sq.ft, I per chamber. Infiltrator "Quick end caps — 5-20 scl-ft, EISA/pair 428.5 7 sq. ft. — (2 pair en caps 5.2 0)= 4 18.17 sq. ft, 418.17 sq. 20.90 ch crs required Number of trenches: x I I cham-bc�rLpq treqch Trench 'width: 11 ' 2,K) Trench length: 4Z) 47.00' Trench spacing: Na Total system area 6' trench spa 12.0.0'x 47.00' i of I I IN-GROUND{DOSED-GRAVITY DISPERSAL AREA - Stepped Elevation Trenches with Quick4 Standard-W Chambers 3-ft Trench (down -sizing credit) Highest Trent System Elevations - 95.25 Quir*4 Standard-W w/ End Cap (typical) Fm— - �- — — INSTALL PER TRENCH, 40— IL Quick4 Std-VV @ 20 W FISAJcharnber = .200760 -ft 2 + 1 Pairs of end caps C(P 6 WFISA/pair = � ftz I vide minimu r,m 3 ft i0between trenches. �'PICAL TRENCH PLAN VIEW (No Scale) (MTO DY RlTuirator',-sysTems, inc-) ns'� 11 piji _--.uant to manufacturer's instructions, Proposed ESA Per trench= ft2 � . Requi:,ed Infiltration Ares = 375.00 1 ft2 Distribution Method; X trenches - Prop Total EISA 410.40 ft." branched manifold 4 flu'Sedes QW0s WA4 Plus Standard Chamber 12' 34- Quick4 Plus All -in -One 12 Endcap -A FRONT VIEW Quick4 Plus All -in -One Periscope QIJI0K4 PLUS ALL -IN -ONE PERISCOPE (360- SWIVEL) J PRE35URIZED PIPE DRILL /�_'PCINTS LOCATQNS 2 PLACES; 13' IW�,'ERT X r — 46" EFFECI-IVE LENGTH 8- INVEFIT SIDE VIEW INFILTRATOR WATER TECHNOLOGIES, LLC ("INFILTRATOR") � Infiltrator Water Technologies, LLG STANDARD LIMITED Drainfield WARRANTY (a'Ti,_a structural integnty of oach charrberl- e-dcaD, EZflovi expanded Polystyrene Pd/or other P-resqor, rarjf8rt,,jre.,, by Inflt,ncr ("',on *S")r wre- irs,.allled and operated ;n a kna'eld cl ar o ns ite septic sys-e-n . n accordance, ;r'iith I nf i I trato,',; ,-, s, rict on s, Is wal-a rted to the c:: g i r al pur- chaser ("Holter') agai7--sf delectRve materials and viorkmanship for one year frorn the c ate ;hat the septic permit ts issued for the septic system contain-nig "he Up ts: provided, however,' hat 1 a septic PC-,mit is not reqwrod by apolicable 6h5 waTanly period will begin upon the date that installa- tic)n of t,,e septic' system corrimences To exercise Lts warrant,- richts. Helder must, nob'lj ll-fMratcr :n V'rptinc at its CcrD0.ra4.s Headqua-ters it Old Saybrocin(, 1"Jorneot;cut withi- fifteen 0 5days of tie alleged cefert. Infiltrator will supply replacement Units for Units determined by Irl'i trator *o De covered by this Limited Warrar,ly, Infiltrator's liability specifically excludes -1-e ccs'- cf J07ova and/ 3- ;,,S'allat or, of 1he Units 7HE L:MITEF), V,,'ARRAN7-Y i,.",.;D PEI!,,.fEDIES IN SUBPARAGRAPH (a) ARE EXCLUSNIE- 7HERE ARF No OTHER WAHRANTIES V4 F1 I PESPEC T TO THE UNITS, INCLUDING No IMP I IED V.'ARRANTIES OF OR FITNF.SS FOR A PA191CULAFI PURPOSE T Limittld'V/ar,-anly lall be vcid I' any part of the cl~amt;er system is rra%fact: -,red by anyone in 1 (jeD C otr�er- than Inliltra,or The Li-nIad Vjarraq does not extend 1'ntal, Go7,s2que--,,1Lia1, special or incirect damages. InNtraocr shall not be I!able for penalties or liquidated damages, i�cluding lass of production and profits, ]kcr and materials, cverhead rcsts, or other losses or experses i-,-urwed by 66 *he Holder or arc, t-ird party, Specifically excludea frcrn Ljm tec Warranty coverage are c-amage to ;he Uri,,s due to ordinary wear and tear, alteration, iacc�dent, misuse, amuse or regleclicf tne 'nits, the Units being &jbjected to vehicle traffic or other conditions which are nO',' permitted by lation instructions, fa-:ure tD mairtall-I the m,,nimum ground crwars set, forth irl the insta lotion irstruc- 5 t cps: tr e nlauer-F�7* c1l irrDrr-pe, materials !,rtc the system conlairing the Un ts, lajlLwe -f the Units or tie sepit�,-_ Gje to r-proper siting oo irnprooer sizing, eXC6SS1VeA'a1e` LSagC-, mprope, grease clsposal, or improper op-eratior., or any other event not Caused by Irfillrator. This Limited Warranty shag l be void if the Holder falls to comply with all of ;he terms set forth in th i Limited '0JarrL'irly. Furthe.,, in no ever' shall 1-0!ralor be resporsibi`e for any loss or damage " th Holder, k0i e tf e Units, or ary t-i,d party esuftiig !rcrr, installation or shipirre-M, cr 'ro-r any product liac.iijty -_1a;ms of Hckderor any third -_a,'y, � or this Lirriftec Vyarrvty to apply, tne Units m-is' be i,,stalled n accordance vith all site condilicns required by slate and local codes; all other applta')Ie laws, and Infiltrator's installation instructions. ireprasentab,,e of Infltra6D, has tI-e autharity to &arge or extend t,iis Lrri-,ec Wlarral!y- No 4 Bt,,slness Park Road 1 F-0, Box 758 warra,ity applies to a-iy party otner t,-,an the orginai Hcicer, The above represents the Standard 01d Saybrook, CT 06475 Limited Warranty offered by Infiltrator. A limited nimber cf sliales and counties have efferent %yar- 860-577-7000 - Fax 860-577-700 1 rantyrequireme,,ts. Any purr-asar of Umts should contact InfilLratar's Corporate Hey Idquarters i- NFILTRATOR 1-800-221-4436 Old Saybroo�, CD7nect,cpi ut, �-,cr to sL.& purchase. to obtain a copy 0' the applicable I warranty, and water tech Dolor ies www.linfiltratorwater.corn should care'Llly read *I-3t yrarrari*y Dnor to Ahe pu_hase o` Units LJ S. Palents• 4,759,661; 5,017,041, 5,156,488; 5,336,017, 5,401,116, 5,4011.4595.511.903, 5,716,153; 5,588,778, 5,819,84-4 Canadian Patents 1,329,959, 2,004564 O'her patenis pending. Infiltrator, Eqjabzer, Qulck4, and SideWincier we registered trademarks of Infiltrator Nater Technoirgres- In"Itrator is a regstered trademark in France, irififttor Wate, Teo-ir.otogies is a registered "Cemak ,n Mexi�_o Contu,j-. Nlic-oLeacbirig, PolyTuff, Chamte-S,-,akcer, M,jitiPot, PosiLoolk., OuickCut, Qu,CkP�ay, SnapLack anStra:g.,iti-ock are tw-a-i arks of xnqllralo,Water rechlolcgies PoIyLokl is a trademark of Pclyt_o:�, 1,ir.- T'�F-71TE 15 a ragislered tm4Ce-lark 0' Ti-!F-TI 'r E. AC Ultra -Pry ts a "ader-p-rk of !PEX Inc 0 2016 1nfihra*,cr Water Technobqre5, I.I.C. 411 nog is reserved Prnted Ir U J5.A A a S 0 P Conventional Septic Systen, Management Plan Pursuant to SPS 383.54, Wis. Adrn. Code General The conventional septic system shall be operated in accordance with SPS 3 8 -3 84 Wis. Adm. Code, and shall be maintainc d in accordance with component manual Sl. 1 o70-P (N, 1 o 1). All local and/or state rules pertaining to system maintenance and maintenance reporting shall be complied with. Questions on the operation or maintenance of the system; should be directed to the installing plumber, Jinn Thompson at 71 8-77 7 or the St. Croix County Zoning Department at 71 3 8-8. Semitic Tank Septic tank servicing mechanic comply with SPS 383. l c . Septic tank to be located within l o' of se, rvi1 ce Pad, w1t lE l bottom of tank to be 1 ' below service pad elevation. The operating condition of the septic tank and outlet filter shall be" assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and sewn in the tank exceed 1 /3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code, by an individual certified to service septic tanks under S. 281.48, Stats. if the contents of the tank arm not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will b needed to maintain less than 113 scum and sludge accumulation in the tank. The outlet filter shall be cleaned as necessary ensure proper operation. The filter cartridge should net be removed unless provisions are mad p e to retain olds m e tank � that may slough of"f'the filter when, removed from its enclosure. If the filter is equipped with an alantxX, the filter shall be a serviced if the alarm is activated. Septic tank manholes risers, access risers, and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completioniof service. Any opening deemed unsound, defective, or subject to failure mint be re laced. .� p posed access pen�ngs greater than 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tan . No individual should even- enter the septic tank as dangerous gases may be present that could cause death. Septic tank . abandonment shall be accordance with omm 3.3 3, Wis..A&M. Code when the t axe i �o longer used s a PwT component. The addition of biological or chemical additives to enhance septic tank performance is generally not required. if such products are used, they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Soil AbsorlDflon Cell Frees or shrubs should not be planted directly on the soil absorption system. The area above and around the system shoulcG be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than foie vegetative maintenance) over the system is to be avoided. Soil compaction may hinder aeration of the infiltrative surface within and above the system and will promote frost penetration during cold weather months. Cold weather installations October --larch dictate that the system be heavily mulched for frost protection, Influent quality into the system may not exceed mg/L BOD5, 150 M L TSS, and 30 mg L FOG. Influent flow m n t exceed maximum design flow specified in the permit for the installation. Observation pipes within the dispersal cell shall be checked for effluent pon in . Ponding levels shall be reported to the owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. `nine en Plat ' If the septic tank or any f its components become defective the tank or component shall be repaired or replaced p p to keep tl� system ire proper operating condition. Excessive ponding within the dispersal cell will be eliminated by installing a new s 1 absorption cell to bring the system into proper operating condition. r Pg. 6, f 11 4" CAST —A —SEAL i-. \c l� O k FILTER OR BAFFLE r-" CAST- A -SEAL 4F OF - Ln INLET -- OUTLE] � � r \-PUMP PAD TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTIR! C-12 7 REQUIREMENTS IENTS WLP750—MR SPECI F1 G- A-T-K)4S, Z) O -- CL ---- DIENSIIS; � W �- r C] BOTTOM: " COVER: 5 " MANHOLE: " I.D. PRECAST CONCRETE RISER HEIGHT: o OUTSIDE DIAMETER: '—D! BELOW INJET; 2' LrJ LIQUID L: 37it WE] GHT.- 6,1150 LBS. i INLET A OUTLET: , ; o E " AST —A —SEAL BOOT OR EQUAL GASKET I T AND OUTLET BAFFLE AND FILTER: 3t WSCONSI 1, SEE DETAIL #10 (OTHER STATES SEE CHART Ln o i LIQUID CAPACITY: 20.28 LEILn qt HOLDING TANK: Lo �"�■� OUTLET HOLE PLUGGED ACTUAL CAPACITY: 70 GALLONS � co LOADING DESIGN.- 8'—D' UNSATURATED SOIL W TANK CAN BE USED AS. SEPTIC HOLDING PUMP OR SIPHONLu o i` r 7 COVER- MIX DESIGN #8 NO FIBER) m: o TANK: MIX DESIGN #10 (STRUCTURAL RAL FIBER) CUSTOMIZED TANKS: �- FOR CUSTOM TALKS CONTACT W EEI CONCRETE or I REVIEWED BY RE1EW DATE w DRAWINGS SUBMITTED cn FOR APPROVAL APPROVED BY: SHEET NO. APPROVAL DATE: PRODUCTS NEEDED B: CN • TM Inc. Innovations in Precast~. Drainage Zabel', & Wnsfewatef Nducl.s A Dvisiom of Paay4ak Inc. i I i f PU-525 Effluent ilt k I PL-525 Filter I The PL- 525 Filter is rated for 10, 0 00 GPD (gallons per day) making it one of the largest filters in its class. It ha: 2.5 linear feet of 1 1 " filtration slots. Like the Polylok PL-12-2, the Polylok PL-525 has an automatic shut-off hat metalled with every filter. When the filter is removed for cleaning, the ball wiH float up and temporarily shut off, the system so the effluent won't leave the tank. Features: 1 " Filtration Slots .. * Rated for 10,000 GPD (gallons per day), ..� .� � -� _ . Alarm Switch 525 linear feet of 1. l " filtration. r ; (Optional) w �y �` Acceptsand cepts f f a<1 4d V f # pipe, i . a ptfyy 1T�"" L-may ( t 1T ++ Accepts yy {� * Built in gas deflector. }c �,}�L��ll1hL i}�514�� Automatic shut-off ball when filter is removed. r Alarm accessibility, bated for * Accepts _PVC extension ,handler 10,000 GPi PL-525 Installation: Ideal for residential and commercial waste flows up to 525 Linear Ff. I 10,000 gallons per day GPD). of 1 16 Filtration Sfo6 1. Locate the outlet of the septic tank. . Remove the tank cover and pump tank if necessary. . Glue the ,filter housiLng to the '' or " outlet pipe. IfSCHD Accepts 4" ; 40 pike the filter is not centered under the access opening use a' Pol rlok Extend & Lo or piece of pipe to center filter. . insert the PL-525 filter into its housing. �I r Replace andrld secure theseptictask cover. I Certified to ` FIANSI Standard 46 1 PL-525 Maintenance: The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring G i earning. It is recommended that the filter be cleaned I every time the tank is pumped, or at least every three years. If the installed filter c ntalm an optional alarni, i I the owner will be notified by an alarm when the falter needs servicing. Servicing should b done by a certifiedas Deflector septic tank pumper o Lnstall1, Automatic 1. Locate the outlet of the septic tank, Shut - all 2. Remove tank cover and pump tank if necessary. L Ii i �-y ; F p y y when y� �* removed. not . o 1 of a plumbing 1 e l filter is 1e L Yed. . Full PL-525 cartridge out of the hou al-ig. , r Hose off filter over the septic tank. Mae sure all I solids fall back into septic tarty. p . Insert the filter cartridge back into the hoax ing making I sure the filter i properly aligned and comple' y inserted. ar a lt x• rrn d i ' . Replace and secure septic tam cover. lcutdc Pc[ l , Zabel Bet filters acc�+ ept Easily installs the Smarffiltetswitcharid Maim. into cxistmg tank.. ' r Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 36492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polylokxon File SANITARY SYSTEM ST. CR �J,'NTY Office Use Only i LM OWNERSHIP/ADDRESS FORM Created 212 02 7 Community Development DepartmPrit will utilize this information to provide +,-'rie property owner wivi information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part Of 01,jr ongoing efforts to protect public health, your well, groundwater, SI-irface water, property values, and county resources. Once approved., thi's completed fora-i and educational information will be sent to you by ernail. t7 V1.4 Owner/Buyer Jerry & Shirley Audorff Mailing Address 271 72nd St. N. City,/State/Zlp Mahtoniedi, MN 55115 Phone Number ;required) (612) 360-0018 Email Address (required) rampside0l@gmail.com Parcel Identification Number 032-1030-50-150 (found on the property tax bill) Property Location SW 114 N E 1/4 Sec. 11 T 31 N R 19 W, Town of Somerset Subdivision Plat: -Na — — --.1 Lot 04 # 682642 . 4 Certified Survey Map Volume 16 Page -;j320 862 Warranty Deed # 1113 (before 2006)Volume f Page Number of bedroom -is - 2- Spec house 0 yes N no Lot lines identifiable 0 yes [3 no OFFICE USE ONLY New Property Address �6' Zet 44--e 5 (Verification of rew addrc-ss -equired from Community Developrrent Department for new coristruction.) (Staff Initials) (Date) This form must be submitted with oil Private Onsite Water Treatment System (POWTS) appkcoticl�s. New System: Include with this form a recorded lvvcrranty deed from the Register of Deeds Office and o Copy of the certified survey map if reference is mode in tije �A,�arronty dp�-,d, _f CornML.inity Developmerit Department - Land Use Division -1715-386-4680 St. Croix County Government Cen-ter cdd.,�,)sc,cvv,j..g0V 1101 Carmichael Road, Hudson, W1 54016 1 71 5--245-42SO Fax WWW.S("('W1 CERTIFIED SURVEY MAP P0.5 Lk I Locatod ire port o the Southwest Quarter f the Northeast utirter f Section li, Tawnshlp 31 Forth, Lots I and 3 f Certified MM Map recorded In Volume 11 Page 4024 In Range 19 1e�, � Somerset being �. to the Register of Deeds Office for St. Groin County WIsconsind CAUTION! Preparedfor and a the re ee f: RESTRICTIONS or�� erg ' "416 ?X.. ! �04sp � PROHIBIT IMPROVEMENTS; Lakeside {bane � E 1Q " TYkIST2FO136 or es:�t, W1 W F Aff#4S TRW VA _....�+�. roar AV r Wti L-60 sw AYRT 2 W j Lor 1 �11W 3 tea, r.OF ME AT f14 coop"pow Alv do fl doom 1 4 e a 0 . I D_% 00 goo0 h.__�. .� .. I % rr IL 14,? .9, 4 top ;� 5 AL Isis i. , 1 . F I i ,AL 1 L T 5 30aJ1 1 # # •t...■ 141 i ' AL .61 tL1 ALik._ * aBA V TO 0 1 0 , ISL do A • .+ 1• ILA, .#. ' N `4 ill 567.49• I 4 It NPUr. An orcalm astral Plan tlop for Lots 4 and w1l need to e the t. Croix Court ebltt� to •� � Zoning afto prfor to ofly now canstructim. AOM AWA $WW or ** �. N � �� a CW � LCM AN •WWI.. 1 J FJ � NW43'02row 11412W A%*% i #s# i i I% ONA ► I V �O c,F'II fP' 'I EA3'V 4v R 41 It FW0 ALUMW o"r r I €I, 'i�'S•' yE�' r I a� - .a �• 'ALL T*+tf € - .. L q•`�'' _ — _ - �— _ -� _ - - :a _ ; ,•y _ •;f'�'n.,,Y''', -;r�*in'' • ' .. - ' - _. .. .SA. i5n .' a' ` '• ; iLi -. 'S y� - M1 '% - �• _ ` '€:r: ��.'�r-,`4•c» tY,' +- __ .�€, - • - + k��:- e.`� `e . 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YY'+'a i .• m 7-1 0 a FLOOR PLAN ,-O\NER LEVEL II A 0'-0" FLOOR PLAN UPPER LEVEL oil El on 0 am N soon so ME VVisconsin Department of Safety and Professional Services Page 1 of 3 Division of I c, .-S _L17, e 7'� 177 1--_7 __..I SOIL REPORT T 2-0002oio -?q I r7 EVALUATION In accordance with SPS 385, Wis. Adm, Code County St Croix Attach corr.-diett site plan Dn paper not Less than 8 1.12 x 11 inches in size Plan must include. but not limited tb. or dirnen�lions, vertical and horizontal reference point (113W, direction and parcen ope. rt motion and distance to nearest road.032-1030-50-150 no-P and k;�,,. Parcel I D Ref #2598 scale �r�qvv, I rl Iy L j PlpaaAaL�brd_all information. Reviewed b Date Personal information you provide may be used for seconds Ey _pur oses (Privacy t-aw. s. 15 0 1)(m)) Property Owner Property Location Ken Whalen - Jerry Audorff buyer Govt. Lot SW Y* NE 1/4 S 11 T 31 N R 19 E (orb W Property Owner's Mailing Address I Lot # Block # Subd. Name or CSM# PC Box 503 0.4 Na CS-M Vol 16, Pg 4320 City State Zip Code Phone Number city Village Town Nearest Road i Somerset : W 4025 612) 360-00 018 Somerset US Hwy 35 Z New Construction Use. E] Residential/ Number of bedrooms Code derived design flow rate 50 GPD Replacement Z Pti. ic or commercial - Describe Rest room in private use pole building Parent material Glacial Outwash Flood Plan elevation if applicable na ft General comments and recommendations- Site is suitable or in-groind POWTS with 0 7 gpd/scllift design loading rate. Recommended system infiltrative surface elevaton to be 95 25' Boring Horizon Depth Dominant Color In. Munsell, 1 0-14 2 1=423 4-_ 3 23-29 4 29-35 5 36-70 6 70-94 Boring # Horizon I 0Y F312 1 Oyr4/4 7 5yr4/6 7 5yr4/6 I 0yr4/6 1 Oyr514 woo Redo x Description Chu. Az Cont Color none none none none none none Boring Pit Ground surface elev 99 73 ft. Depth to hirnfting factor >94" -in. Soil Application Rate Texture Structure Consistence Boundary Roots GPD/Ft2 Car Sz Sh I *Eff#1 *F-ff#2 2fgr ds CS 2vf,fm 06 08 S1 1 1 msbk I dsh gr sl I msbk dsh Is osg dl S Osg dl a Os dl Ground surface elev. 99.59 ft CS 2vf,fm 0.4 10.7 0 7 1-6 CW 1 Vf,f 04 CW 1 Vf 07 I CS 07 1 6 0.7 1,15 Depth to limiting factor >92" in Snil Annhr;ifinn Rwp_ W_ Depth I Dorri;nant Color Redox Description Texture Structure Munson Az C C G S S Consistence Boundary Roots i GPD/Ft` H. WU UHL LAVI 1 *Eff#i *Eff#2 0-20 1 Oyr3/2 none 2fgr I ds Cs 2vf,fm 0.6 0.8 2 20-30 1 Oyr4/4 none sl 2fsbk dsh CW I Vf1f 06 11,10 30-36 7-5yr4/6 none gr sl i 1 msbk dsh CW 2vf,fm 04 T7 CW 4 36AO 7 5yr4/6 none r Is On dl 1 of 07 1.6 g T 5 40-61 1 Oy r4/6 none S Osg dl CS 1.6 6", -92 1 Oyr5/4 none S Osg dl 1 6 Efflux nt#' BOID. > 30:� 220 mg/L a TSS > 30:5 150 mg/L 'Effluent #2 BCD. > 30 :L 220 mqJL and TSS > 30 <-._I 50 CST Name (Please Print) 1` Signature CST Number 30021 james K. ThorlIPSO'n Address ate Evaluation Conducted I Telephone Number 4� 1 : October F1 r-) '-48-7767 Pa�j�sor. Lake Lane. Osceola. WI 54020-5413L er25.2020 S BID-8 330 (,R 0411 1�0) 57,2-oS ��r )911 7 Boring Boring # Z Pit Ground surface elev 99.89 ft Depth to limiting factor >95 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In Munsell Qu Az Cont Color Gr. Sz Sh "Eff#1 *Eff#2 1 i 0-5 1 Oyr4/4 none Is fill Osg dl Cs 2firnc 00 0 0 2 5-12 1 Oyr3/3 none SI 1 mgr ds Cw 2fmc 04 07 3 12-18 1 Oyr4/4 none SI I msbk dsh Cw I vf,frn 0-4 07 4 18-25 7.5yr414 none gr SI 1 msbk mvf r Cw 1 Vf,f 04 07 5 25-34 7 5yr4/6 none gr Is Osg Ml CS 07 1 6 T1 6 34-95 1 Oyr514 T none S Osg dl . 07 6 L Boring # ❑ Bonn Z pit Ground surface elev. 99.34 ft. Depth to limiting factor >92" in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Ou. Az Cont Color 'I Gr Sz. Sh fEff# 1 *Eff#2 0-11 10yr3/3 none I 2fgr ds Gw 2vf,fm O. 08 2 t 11-25 1 Oyr414 none sl 1 msbk ds CS 2fmc 0.4 0.7 25-30 7-5yr4/6 dsh 1 vf, fm 0.4 07 none gr sl I msbk Cw 4 0-35 7.5yr4/6 none gr Is Osg dl ow 1 vf,f 0.7 1 6 5 35-62 1 Oyr416 i none S Osg dl gs 0-7 16 6 62-92 1 Oyr5/4 none S Osg dl 07 i 1 6 . Boring # Boring ❑ P� F- Horizon Depth Dominant Color Redox Description In. Munsell Ou. Az. Cont Color Ground surface elev Depth to limiting factor in. Soil Appliicat'lon Rate Texture Structure Consistence Boundary Roots GPD/Ft' T Gr Sz Sh *Eff#1 *Eff#t � _ i E * Effluent #1 = BOD, > 3020 mg/L and `ASS > 30:5 150,mg/L * Effluent #2 - BOO, > 30!5 220 rrg/L and TSS > 30 5 150 mgj'L w Gig 4!/ow #rsesscs 6r • .col. ivy if +"4k10W- 4aeas6t.s /464, nod oe ff k 6 Soil e#(Rh4dLiVmr-,,a;E w co S63 Sk . Cro: x ST OWNER' z COUNTY 64 0 � - we A. Nth ge d tloo *%. NO. 633311 S TAR1V PERMIT Jon 0 &:5 1A haysk 4 h 'CMAlp 9.i AV4k \\. rl� *%, d0 MIND 1W PLUMBER Jet TOWN OFF SEC_..., AND/OR LOT eft PP I jc-aq. P U ME / CHAPTER 145.135 (2) WISCOlVSlN STATUTES 300 21 (a 'he purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. b) The approval of the sanitary permit is based on regulations in force on the date of approval. c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will, not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will he based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 e. 1 ; 197P c. 4, 1; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. THORIZED ISSU G OFFICER - DA'r�' THIS PERMIT EXPIRE L ZOZ UNLESS RENEWED BOA THAT DATE P ST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION D- 6 99 1/20)