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040-1170-60-000
vent of Commerce n County: Division t i,. VA ±ic SEWAGE SYSTEM St. Croix INSPECTION REPORT Sanitary Permit No: 453357 0 INFORMATION (ATTACH TO PERMIT) State Plan ID No: .,ation you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. aer's Name: City Village X Township Parcel Tax No: .asen, Paul Troy Townshi 040 - 1170 -60 -000 ,ST BM Elev: Insp. BM Etev: BM caption: Sectionrrown /Range /Map No: In d /dd-o• � ,'vl aml ( 6.28.20.647E TANK INFORMATION ELE9ATION D ATP 1 00- 4) TYPE MANUFACTURER CAPACITY STATIO BS FS ELEV. Septic / / /� Benchmark 1" / 90, b Doug 1 Alt. 5 j ob b /Za. 2. G 120.03 Aeration Bldg. Sew Mr 1 39.6 Holding S t Inlet -3(,-S3 St/Ht Outl ' TANK SETBACK INFORMATION o p 7 , 7,&5 ' 3G-5y TANK TO PL WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic i 'i Dt Bottom Dosing i (/�'t Header /M an. - sr • Aeration Dist. Pipe OC 4- la 7 Holding Bot. Sy tem /03. �• 6 �° fi PUMPISIPHON INFORMATION Final Grad Manufacturer Demand St over GP Z �►' Model Number +� TDH Lift Friction LQs Syste He T y Forcemain L�gth Dia. Dist. to Well -f G 15 SOIL ABSO RPTION SYSTEM /02, p/ 22 . BED/TRENCH Width �� Length No. Of Trenches DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS (j/ 90 1 1 SETBACK SYSTEM TO P/L- > I BLD WELL LAKE /STREAM L CHI r INFORMATION CHA OR Typ Of System: f 1Z � 7 I odel Number: 4STRI N SYSTEM / r S% S = Z• ade ar ifold Distributi n x Role Size x Hole Spacing Vent to Air Intake Pipe9s) �Jv 5 �iS 2 3� /, 7. r `i / gth �. Dia Z a Len th Dia I . S IL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Y h Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched trench Center I Bed/Trench Edges Topsoil g p Yes IE No � Yes No IMENTS' (Include code discrepencies, persons present, etc.) Inspection #1: / ( /0 Inspection #2: / Et on: 208IIwaco Road River Falls, WI 54022 (cover meat L t 2 T2iN R20W) NA Loth Parcel No 64�E 2.)S ) "M Description `� Co � / . IP _ 2"� .1_�_ _ hove {{ � sewer length = ;2$ � /� f ,hunt of�over 31 t i �� Q • 1t7� __: e U .�• /J y / Plan rev Required? Yesi No Z - Use otherside for additional information. R 0� SB671 0(8.3/97) D- Date r � Insepctor' n e Cert. N . L-� �o� � �OW � ' Z ��►) _...�,, 3 k00 SO& N � f 4 � s i N S CORRECTION NEEDED E CORRESPONDENCE po M 1 LOTS E1t '+t �5 a C. T 21M914 Aei 1 _ , Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 453357 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: Madsen, Paul I Troy, Town of 040 - 1170 -60 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 36.28.20.647E TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS fl FS ELEV. Septic Benchmark / 0 Dosing Alt. BM 22 3 l p - 2. & I Zo, 3 Aeration Bldt.. Sewer 01 2 0.01 s. yz 1 ,P3 Holding Z 0 (0 7 z. 79, 75 z- t TANK SETBACK INFORMATION AIT 0, 1/ 3 70 1 3 4 0 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header /Man. /0 3,5- 3 3•/7= 9P Aeration Dist. Pipe Holding Bot. System Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand Cove� GPM (�Z'� "�1 r �" 1� 31 -5 Model Number TDH Lift Friction Loss System Head TDH Ft 0 Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: 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 Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil 9 p El Yes E No [* Yes 0 No COMMENTS (Include code discrepancies, persons present, etc.) Inspection #1: 6 10� Inspection #2: Location: 208 Ilwaco Road North (NW /NW) River Falls, WI 54022 (Gov't Lot 2 36 T22�8N R_� 200W) metes & bounds J _T Parcel No: 36.28.20.647E 1.) Alt BM Description 2.) Bldg sewer length = G/ ;Yl20 Yl��t✓ sib - amount of cover = Plan revision Required? Yes ❑ No Use other side for additional information. y Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) Y Y l � r 1 a c/ � Q d�S p � fa o� i de r r di -� / •''� P�S7j(�.Q� �a 3 aln ' 7 r` e � teCd eCA n �lldSrv� (Gl d�c r �`` feath t x46 ng, Inc. Hudsbn,. WI 54016 s 5 ^C`- - -- D - Safety and Buildings Division 201 W. WasNngton Ave. D T. CROIX N iisco ns i n imadi mm "W 7() Sari Permit Number (to be filled in by Co.) (608) i -6546 3 3 5 Department. of Commerce Sanitary Per Applicatio JAN 2 State an I.D. Number In amordwith3..21. Wis. Adrn. C perwnW infort �tion y t provide CRp1X CQUN Y � purposes y 4t x ZpN1NG �FFIC 208 ILWACO RD NO - rp ar he (8 1 Application Informative — Please Prod AR Information Pnplpet•t.) Owrper's Nana �� - — -- -- - 1 # Lot H Nock # - PAUL MADSEN 1 3 r040-1170-60 lrgxaty (hunt's Mailing Address Property Location G OVT. LOT 2 262 BE SW v,, ME swtim 36 C ity, Scats Zip Code I'lpoosfi $t�� - ` MPLS MN c 55413 T 28N N. R 20% ra IL Type of0ull l! p I P 3 (Existing cabin has 2 bedrooms w /no Subdivision Nanw CSM Nunther P1elpli t r�ruat� g. .�>, E ases, E pans or expansion. Req. 3 bdrm to cover a / 2 . D' Hcity ship _Uvin -ge Arown of TROY H state Owp>ed -- Pkscx i13:1 Ne J .(p3 a d 6Y1 �/h 43u/Z/ _AG. Ill. Type orNrmit: (Check only cure box on line A. Cotupk+te Pine B if applicsble) ) KNew system I Reptaspanrew Syslerrr U TtroawwWH Adirrg Tartk Replae mn1 Only I. J 0dw Modiftcati" to Existing system _B F] Puma Kenewal 0 Permit Revision U Change of H I'm" Transffer to New List. Pretrious Permit Number and Date Issue) Hefsxc Expiration Plunk" Owner IV. Type of PUW'I'a S lem: Check all that i H Non - Prc&wriced 1- 0round U M4 ..d 24 in. ml'suitable soil q Mound 24 in. of suitable soil ❑ At -Gra& H Single Pain Sand Filter Comstrueted wetland H Pressurized In- ()romna H tl"wi s'r" H Peat Filter C 1 Aerobic Trmtrnent lint iJ Recirculating sand Filler f__l Re.6m►tating Synthetic Media Filter n l rarhing Chamber H ]hip line H Crravel4m P ipc H [Hirer (CMA=) V. Dis rsallTreataascnt Area Information. Please see attached L)esigp (gpd} Ihsigr�erlI p pliration KaWgpdd) Dispemil Area ReWirod (s� Area P-PIN d (st ) � System Elevation 450. 5 l 1.O � +( 900 �S� 2163 ` 103.00 VL I an Ltfv ] y in Total weber Malmdaeturer Prefab site Steel Fiber Plastic (ialiaaa Galkwo ofIimts C cicrete Constructed Glass New Hxts•Unp Tanks Tattles sepicor I.kAdwgTank X 1000 1 WIESER X Aerobic Tri-aurmtUnit � ia_ I „„ ✓ tg X 1000 1 WIESER � (J(J X _ VII. Responsibility Statement- I, the undersigned, sasunes bitty r of d1w POWTS shonw no the attached rimm Plumtlrer's Name (Print} P . /MPRS Numbs r thni um; Wwme Number TODD FEATHERSTONE 242514 715 - 381 - 1704 Plumber's Address (Street, City, Starc, :C.i . - P.O B OX 467 HUDSON WI 54016 Y oust !De artntent Use Onl A{plprovs (J Disapprtpt�xt Sanitary Permit Fee (includes Cfroundwaler Date Issued sluing Age-W9 'gDahuc ps) Surcharge harge Fee) 62— 0� �. ❑ Owner Given Reastxe far Denial M. Conditions of Approval/Reasons for Disapproval O app ST� ( Septic tank, effluent filt� and B�, ��i �,� � I,y, ..,,e e � �,�,�y, `�(/L�o�2�'��, dispersal cell must all be serviced / maintained " as per management plan provided by lumber. I �^ tC CQe kl . 2. All setback requirements must be maintai D� tip lUl� �1z ' oe as per applicable todelordinances. WQ, �1cru -Z_ r .ttacL cmw pt� (ta um Cumt only) 14 sysem.. paper eel d uaf n e ✓ �� r fiZ� OH r o ' S 2 /�67 - &fie ��T Ddl 0SF � ST. CROIX COUNTY = ~~ WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 • Fax (715) 386 -4686 EROSION & SEDIMENT CONTROL PLAN Parcel #040 - 1170 -60 -000 Site: 208 Ilwaco Road Troy Township Section 36.28.20.647 — Paul Madsen, owners) Under St. Croix County Zoning Code 17.70(3)(b)5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Comm. 21.125 also requires the building permit applicant and /or landowner to follow erosion control procedures and maintain them until the site has been stabilized. The owner is responsible for notifying all contractors performing construction on this site that an Erosion & Sediment Control (ESC) Plan is in effect and the following activities will be required in order to maintain compliance with the plan: 1. The primary source for contaminated runoff on a replacement system is excavation for the septic system, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #5. Maintain existing vegetation wherever possible to minimize sediment movement. Surface drainage is west toward the St. Croix River, down a >20% slope, but more than 200 feet away from the OHWM. The mound's forcemain will be installed along the ground surface traversing this slope, covered with soil and then erosion control blanketin g P will be installed over the to of both. Contaminated runoff must be contained within the property boundaries and not allowed to enter the river. 2. Silt fence or other approved sediment control products are required to assure that sediment will be contained on owner's property. The proposed site plan indicated silt fence will be installed at points along forcemain and below the mound until vegetation has been established. The POWTS inspector will evaluate ESC plan effectiveness and make recommendations to owner and building inspector for any action required to comply with applicable regulations and/or conditions in the sanitary permit. 3. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 4. Stabilize new topsoil cover over septic system with seed and erosion control blanket immediately after installation — do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather conditions will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. . Please feel free to contact me regarding erosion & sediment control installation. Prepared by: Pamela Quinn, Soil Erosion Inspector #665054 Owner acknowledgement of ESC Plan requirements: NO StcWED DfA('JAI /92, / 2004 i From: ToSINGER Date: 5/17/2004 Time: 3:14:28 PM Pag 2 of 3 Zed 1 t , No� iv S CIL T� i c c ' ; ° _w/ r r Feaffmtone Excavating, Inc, P.O. Box 467 Hudson, WI 54016 r � r Safety and Buildings PO BOX 7162 MADISON WI 53707 -7162 TD #: (608) 264 -8777 �sconsin www www•commerc .wis c ons .wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary November 25, 2003 CUST ID No.242514 ATTN: POWTS Inspector TODD C FEATHERSTONE ZONING OFFICE FEATHERSTONE EXCAVATING INC ST CROIX COUNTY SPIA 368 TOWER RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/25/2005 Identification Numbers Transaction ID No. 945550 SITE: Site ID No. 668607 Paul Madsen - Dwelling Please refer to both identification numbers, 208 N Ilwaco Rd above, in all correspondence with the agency. Town of Troy, 54022 St Croix County SW1 /4, NW1 /4, S36, T28N, R20W FOR: Description: New Mound System / 450 gpd Object Type: POWT System Regulated Object ID No.: 931935 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in s chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. i The following conditions shall be met during construction or installation and prior to occupancy or use: 1. On page 11, the entire existing onsite sewage system shall be properly abandoned as specified ins. Comm 83.33., Wis. Adm. Code. P C 7 2. On page 11, the well was not shown as specified in s. Comm 83.22(2)(a)3.c., Wis. Adm. Code. The well Col location shall conform to s. Comm 83.43(8)(i)., Wis. Adm. Code. —� Z��- �. –�� �r"b� -f� ray wuvw►d A P A copy of the approved plans, specifications and this letter shall be on -site during construction and open to DIVI � 0 N inspection by authorized representatives of the Department, which may include local inspectors. All permits FE required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. SEE CpR 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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. TODD C FEATHERSTONE Page 2 11/25/03 Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 eter E Pagel Private Sewage Plan viewer , Integrated Services WiSMART code: 7633 (608)266-2889, M - F, 0630 - 1500 Hrs pepagel@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 i i r - Q » \ � i • Z 3 xo xo& N I c I i I p� a bm fl/ sl Ire t4P y 7 A0� � I � i z wo tic a C1. p N _-�- .t3 3 �1�,3 — t�s6''• 0 LLJ + ! 1 m 1 CORRECTION NEEDED 1 SEE COR RESPONDENCE po I iV Bt...�.T -��,� - ` �,� o I C.D. T I 24M4 6�� N ` .w b $ 4�7 1 4 l [ Y Y 1 41 0 MOUND AND PRESSURE DISTRIBUTION COMPONENT DEt testy Residential Application INDEX AND TITLE PAGE Project Name: PAUL MADSEN Owner's Name: PAUL MADSEN Owner's Address: 262 BEDFORD ST. S.E. MINEAPOLIS, MN 55413 Legal Description: GOVT. LOT 2; SW1 /4 NW1 /4 S36 T28N R20W Township: TROY County: ST. CROIX Subdivision Name: Lot Number: — Block Number: Parcel I.D. Number: 040- 1170 -600 -000 Plan Transaction No.: Page 1 Index and title lff rs' Page 2 Data entry ° j1Ql Page 3 Mound drawings ® y Page 4 Lateral and dose tank of Page 5 System maintenance specifications TY /y Page 6 Management and contingency plan e / Page 7 Pump curve and specifications CORRECTION NEEDED Page 8 Soil Test �DiVp� SEE CORRESPONDENCE Page 9-P16 Soil Test F Page 1$ Plot Plan Page 1 POWTS Application Page 1f'_ &OWTS Mgmnt Plan Plan Designer: TODD FEATHERSTON License Number: 242514 Date: 11/20/03 Phone Number: 715- 381 -1704 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.11 (05/01) Page 1 of 1—C r Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -44 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 % coliform of - 36 inches. 450.00 Design Flow pd) 18.00 Site Slope ( %) ontour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 80.001 Dispersal Cell Length Along Contour (ft) = 5.63 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) E Center or End Manifold 2.81 Lateral Spacing (ft) If N above, enter the elevation (ft 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) e. . 0.25 ( )( 9 ) 3.40 Estimated Orifice Spacing (ft) = 9.38 ft /orifice 2.00 Forcemain Diameter (in) TIP �l 200.00 Forcemain Length (ft) Does the forcemain drain back? Y 30.00 Pump Tank Elevation (ft) Enter Y or N I q 6.50 System Head (ft) x 1.3 32.62 Forcemain Drainback (gal) (7 72.50 Vertical Lift (ft) 49.97 5x Void Volume (gal) 1.79 Friction Loss (ft) 82.60 Minimum Dose Volume (gal) 80.79 Total Dynamic Head (ft) 19.77 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 1.25 x X 2.00 x 1.50 x 3.00 2.00 x 3.00 x Gallonslinch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) WIESER I Manufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 1000.001 Dose Tank Capacity (gal) JZabel Filter Manufacturer 27.831 Dose Tank Volume (gal /in) A100 Filter Model Number WIESER Manufacturer Project: PAUL MADSEN Page 2 of 1 r t t Mound Plan View 1 ::1/10 B ;:::: J Observation Pipe .. LF ' ' . ::......... ........... :.:.: .:..:.:.::::::::::::::::::::::: K T :rt ?f fir'• " %`` :j•`.:j {:�':�: ? { ±i ` �: " %c:,.::'.�r'` its A w I:,:... B I :.. ❑...... :; :::::: Mound Component Dimensions A 5.63 ft E 24.15 in H 1.00 ft K Aft ft B 80.00 ft F 9.25 in 1 21.41 ft L ft D 12.00 in G 0.50 ft J 4.42 ft w 450.00 (ft Dispersal Cell Area 1 2163.04 (ft Basal Area Available 5.63 (gpd /ft) Linear Loading Rate J 8.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.77 (ft) --► ; G I H Dispe 103.50 ft Lateral F Dispersal Cell _ ( ) 103.00 I -- Invert 3 ft Dispersal Cell 1 Elevation E D 3 ' ✓�>✓ �> > 1 Z _ � ✓ z� � � : ��� 1,in 5 a 1 u 7 . 102.00 (ft) Contour Elevation 18.0 % Site Slope Geotextile Fabric Cover Shading Key �,— Dispersal Cell See lateral details on 1❑ _ Topsoil Cap ii 1.5 ft Page 4 for number, size, Subsoil Ca c 3 t?' and spacing of laterals. © p equally Y a `'` ~'' R ' >s Laterals are a © ASTM C33 Sand � � � ���� ��� °� F (� Tilled Layer c m 0.5 ft : Typical Lateral _ spaced from the r - distribution cell's 99 9 5 A e ate 0 ❑ centerline in the I — A '—* distribution cell (AxB). Project: PAUL MADSEN Page 3 of 12 r r • r t End Connection Lateral Layout Diagram Laterals centered over the A & B dimension • = Turn -up vWball valve or oleanoutplug - i E P r�s OF AN laterals are identical IF X--- -I Holes drilled on the bottom or the lateral s equalbj spaced Force main connection via tee or eross to manifold at any point. Laterals & force main of PVC Sch 40 (per COMM Table 84.30 -5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.41 ft Lateral Length (P) 78.43 ft Orifices per Lateral 24 Lateral Spacing (S) 2.81 ft Orifice Density 9.38 ft /orifice • Lateral Flow Rate 9.89 gpm Manifold Length 2.81 ft System Flow Rate 19.77 gpm Manifold Diameter 2.00 in Total Dynamic Head 80.79 ft Forcemain Velocity 2.02 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as L16.228 C 300 and ---� Comm AC 4 in. min. Disconnect Tank component is properly vented <: E Alternate outlet location Forcemain diameter WIESER Manufacturer 2 in. Capacityl 1000.00 Gallons Volume 27.83 gal /inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 18.96 527.78 B 2.00 55.66 C P u_mp off elevation (ft) C 2.97 82.60 _t 1 31.00 D 12.00 333.96 D LI r Total 1 35.931 1000.00 Dose tank elevation (ft) 3" Bedding under tank. 30.00 Alarm Manuafacturer ILEVEL -� Alarm Model Number I LVL1 Pump Manufacturer ZQELLER Pump Model Numb 188/4188 Pump Must Deliver I 19.77 gpm at 80.79 ft TDH Project: PAUL MADSEN Page 4 of 1 x r Mound System Maintenance and Operation Specifications Service Provider's Name FEATHERSTONE EXC. INC. I Phone 715 - 381 -1704 POWTS Regulator's Name ST. CROIX CO. I Phone 715- 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L Soil Absorption Component Size 450 ft Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 ears Mound Ins ect for ponding and seepage once every 3 ears Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. ?. Dis'p; r eal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. A..l! :7-: :i lity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. Til _ r - T .L a6_ �:_L IJ L...J _d 3..... . ".3 :: :f= ;J['t :F ::: "::' -:(ISY fr L't/I! ?t :^! fi�_17:1 [I(::Y[!I t�:I f: I:�:f?i :r .. ...._yam =. ..._ _- ^..��.._. r._... Finished ............... Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: PAUL MADSEN Page 5 of 1C Single Seal-180 Series �� PUMP PERFORMANCE CURVE MOD,rLS 1851 4185-186/4186-188/4188-18914I89- 91 11 Met— -1 L t- GA L — G,I (3e1 I I'll, C,1, I Automatic Design 1.5 58 220 145 1 54� - 46 SJC� 1', Weight 82-89 lbs. 40- - J I I 1 0 1 58 L10 140 1 536 -75 s: c iS iLJ 58 r, 0 1 ?.� a.4 30 1 494 4i 17 A I I % v, 2a T 210 A 1 4" — 40 12 "1 285 SA 2. 13S 3q- Ai. ' - 1 4', 32- 1tl3 32 11 220 269 85 3i: 1 -r 5 1 % 2b1 2b 2d d 31) i'4 305 115 2 - 4 1:3 1 - 1 I L 133 13 41 1'9 2 24. ,.'5 1E n1 17 — 110 4 zu l tG - SW ", �rH'- ft 122,1 1 1'1 . 1 1 77 j2a.1 I s IA L 3 b 2`1 WARNING: Model 185 should not be subjected to heads less than 30 feet TDH. t W 40 to f 3 - r0 F, 11c ti I'Z 14 5) cl l 5 K 74 -1 0:v Pf V11,07 009903A — iss MODELS 41 85 MODELS Control Selection r7TATIMM J1114:5; slim Single Seal Double Seal Volts - Ph Mode Amps Simplex Duplex CSA1 UL Y 0 ---- 0185 23 1 — Y Auto ,-- H_ L E185 E4185 230 1 Non H 2or3 4 Y11 Y H185 - 200-208 1 Auto 11,5 1 - N N - 6 112 1185 14185 ZO-208 1 Nor, 11,5 20(3 4 N N F185 F4185 200-208 3 Non T5 230 3 Non 7.4 3&5 4 & 5 3&5 1 4 & 5 Y Y - J185 J4185 F Y _ G185 G4185 460 3 17 3 U5 4 8 5 Y Y 4 BA185 575 3 33 3 & 5 4&5 Y N 1 186MODELS 1 4186 MODELS Control Selection Listings 1 1 2' 11 112 NPT (OR) Single Seal _Double_ Seal! Volts Ph Mode Amps Simplex Duplex CSA UL i 3` P, NPT D186 230 1 Auto I 13.7 1 1 - N N E E4186 1230 1 Non 137 2o(3 4 N I N F1 86 F4186 230 3 Non 9.2 3&5 4& 5 N N G186 G 4186 460 3 Non 4 6 3&5 4&5 N N illia T Control Selection Listings Amps - Sim - p i lem - T DoubleSeal Volts Ph Mode Duplex GSA UL --A � 7/16 0188 = 230 1 14.0 1 1 N Y` E 188 E4188 230 1 Non 14,0 2or3 4 Y Y` -- - 2 - 0 - 0-2 - 08 Auto 1H 1 - N N I188 14188 200-208 1 ' Nor 16.8 2or3 4 N N t —1 , aKtu F188 F 230 3 Non 8.9 3& 5 4 & 5 Y Y J188 J4188 1 200-208 3 Non 10.3 3&5_ 4 & 5 -Y�-Y G188 ' 460 3 Non 4,13 3&5 - 4 & 5_-._ 51. _ Y Y GJIDF RAIRR 575 I N(T-+-- 35 3& 5 4&9 Y j N LS 4189 MODEL 1,1�! e 1, T� -, Selection Listings 189 MODE Control 1. Integral float operated mechanical switch, no external control Single Seal Double Seal Volts Ph Mode Amps Simpler Duplex CSA UL , required. - N Yrl' 2. For automatic use single piggyback variable level float switch or 1 1 -- I --- E189 4- 1 - E41 - 8 - 9 -- 230 1 Non 230 1 Auto 7 V 17. 0 0189 12or2l 4 Y<" yl� double piggyback variable level float switch. Refer to FMC477 H189 - 200-208 1 Auto 20 .5 N N i' 3. See FM1228 for correct model of simplex control panel. 1189 14189 200-208 1 Nor 20,5 2or3 4 N N 4. See FM0712 for correct model of duplex control panel �y F189 F4189 230 3 Non 11.2 3&5 4&5 Y • - Y 1 5. Variable level control switch 10-0225 used as a control activator, + J189 J4189 200-208 3 Non 13.2 3 & 5 4 & 5_ Y Y specify simplex (3) float or duplex (4) float system. G189 G4189 460 3 Non 6,0 3& 5 4 & 5 Y Y BA189 575 3 No 5.8 3&5 4 & 5 Y N VVD189 WD4189 230 1 Auto 4- 17.1 1 4 N N "IDWi be Control Selection Listings r 119 - I MODE L4 rsingia s 'I Do, Ile S, Ph Mode Amps simplex Duplex CSA UL E191 - 7 - 1230 1 Non 14,5 2or3 4 N N No Wlded Plug For information on additional Zoeller products refer to catalog on Piggyback Variable UL listed unit available %Alh 2C Amp Plug Level Float Switches FMl Electrical Alternator. FM0486: Mechanical Altema- (2 CSA Approval without plug cap ' ) for, FM0495, SumplSewage Basins, FMO487; Simplex Pump Control, FM1596; 31 20 Amp Outlet P!N 10 -0060 must be used Alarm Systems, FM0732; and Disconnec System, FMl �SERVE KNEE' ED For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. (7—wrinht 9n119 7-11- (.n All rinhfc r—nio(l I I rn � I n m O y oo �» m o °EET CD m I rn P°T' cr �°*, Ui c p w - d r i "' o, m cn r p ' CM 00 O c n OD N 0 m 0O OP (.71 F �.�p• = U) rn m m v, u' cn cn v �r _ F N Mp OW O O O O I O CT1 m x _ 'C_ - W y� :E 3 W w W W ? � o D CL CL >' _r CO C ^' w , 7- : cn co CO •' I m° 1 ° W c n I N of 111 CJ, w w 1 N X f� �' N_ X ^ I I m 0 N o �. M-1 D u o �l No ocfl _ m D U C O Cp Ln Ro S?� W ? '� fD r•► a- Z . cn CD f1 - o 'cam 3 g N m o _Iz z �j r I< < 1 z z < r 3 Go c� all em u, N - 4m '< � � z z "'� '� r I � VI 1 y 0 - w tD � O < _ 3 r� i - Ca I TOTAL DYNAMIC HEAD d) N W O O N C� METEPS r �. .. m W OD c 7!7 CO o� - / Q V co co m j co 90 [[7 1 i Oca m .A co R 1 IL j 03 07/22 TUE 10 :21 FAX 612 7`06 9255 11roup Madsen e100 r 2 l t Wlacons`in o8p artrner,tot Gomnterte .SOIL EVALUATION REPORT paee Utvtaldrr Cr Safety and Buildings .... ... in eceurdance with COMM 85. WS. mm. Cade clx"Y T• CnX Attach complete site plan on paper not last than B 112 z 11 Ill In Size. PW mutt Include, but not limited to: verpral And hatmntel reference point (BM), direction and Peroef I.D. © } I'70� 60 QOa percent trope. Stele or di mensions, north arrow. And location and distanda io nevieW rood. Pleess print all InformatUaa. (2evtewed by Dale pd n*hsr kilo you pi—We may De uaad Inr — gand.ry Purpeeee (P'"Cy taw, i. tS.DA lt} (m)). Property C"er Property l- ocatlOn P CA /t J�fl1 S tJ nM,Loi 2 Sttl 114 NvS 114 s3l� r,�S N Property Owner's Mailing Addreae lA1 b 61adc d 9Ubd. Name a GSMA l 25 6D Ft• 5.F— �' 1 Style p ode Phone Numbot • ( City ❑ Vllloge TOW Nearest Road E MrPLS. Itlt 5 { ( 2 - ']0 TIC hCD�' C3 Now Construcilon 3 Code detived design flow rate GPO i Replacement [I Pubft or cemmardel - DAAate: perent materiel Flood Plain alevation if aippilcaire General 00mmants {1MA195.SQ PKDPSf?TN X68 4. rwl WACO - RDU ( and recommendadena: ) nnduaV sysVUjjn 0-6 hOWa ' ❑ Boring ❑ Boring # to Emil facto �. In. Pit Ground surface Slay. � Q(f 1 f!. DepU1 n9 Spy A IpCmn Pate I Hor TB A" Structure Conelstance 9aundary Roots GPOYIP i izon Depth Colo Radax Dascriptlen 'EtffJ1 'Efttl2 y in. Munsell Qu. Sz. Cont. Color tar. Sz. Sh. 1 0`� f 0 x1� - t_ 10 44 'S IZ -2.0 R SI ��- yttNu►f rand Y -m a. S 0, 9 P -2U YK�Y _M 0. t7. X14— `` Ct�01CI >�5 >� lo-z0 O.� I Boring ay ❑ Boring Pit Ground surface elev" ;�•� !1, I7rPth to )Imittng.fada � M. $alt leepa+l Rase GPD/tt' l i Horizon DQPtn Dominant Color R9dOx Desaiprltm 7axttrre Structure Consistence Boundary Roots . 'El"2 I } in. Munsell ou. 8z cont, Color Gr. Sz- Sh. t 0_7 10 a - i�J 7YM 3 - ►� f - -� s m a � . 1,7- 3 15- K _ �b J C i o,� l x- z6 76 (� -2 s r[. } Effluent 01 = 066 s 301 22 0 mpg and TSs > 30 S 150 -OIL' t ltluant !r2 = ROD : 30 mglL and TSS r 30 m CST Name (Plesse Print) nettxe CST hkunber 1Y >�, - Hn> sv sT zz S t Ad ss Date Evaluation Co w nduttod Talsot o Number f dre Wgg75 1"4e `AUP, RIVE. FALLS WI 2020 p( (_`It5 �zb `1�7 r03 t ,i 03 07/22 TUE 10:21 FAX 612 7'06 9255 Group Madsen 1 �Wt?� ?I� fvOb�D�� Page- of P Owner S pf�i1. Paroel tD # �. ��- f b E-!51 Barir� # p Bofdg � - soil Icali« Rsto I PI1 Ground surface °lvv N Depth to Sting tailor _ b Consistence 8ouneary Roots GPDkP Horizon Depth Dominant Cd- Redox Description Texture gtrudurs -� � T02 Gr. Sz Sh, " In. Munsell Du. 5z Cont. Oil- I . Z --' - �IYI StUK Z- k. t A — �s Z o Ns n Baring Baring 0 (t. Depth ttr lirnitlnB fatAar __.�,— `r• Sal flan Rata ❑ P11 elev. Graun� suriar� __ — GPOM Horizon Depth Oominanl Gal ReAOZ Description 7etttura Structure eonsiatenco 8vundary ROdta �Ert# 1 '01p2 � F in- Munsall t]u, $z, Cont, Color tar, S2. Sh. h � i t � 1 , Boring 9vrinp Graund sudeoe elev. M. Depth to I1mlUng 18dar >n - �p cation NO 1 ❑ Pft Conaletsnce 9ounderY ' e0L9 GP om glft' ll Horizon Death Dominant ColOt Radon Deaaiplion TeAuro Srvdure .F 7 - EF#02 f In, munsell QU. Sx, Cont- Color Gr. 5L Sh, 1 I � I � t rtltrent !a1 = WD, > 30 a 220 W-WL end TSS *30 150 mgJL ERnuant N2 = 501), c 30 rttgrl and TSS < 30 m9rL !' s ss xer+ices of Ttic I)cpartmc¢U of Commerce is an equal opportunity service provider and employer, If you need assixtanec to acce need material in an alternate format, pleayc conact the department at 608 - 3151 or TfY 608 ll sao-4;7o m.e rol I I t E i 03 07/22 TUE 10:22 FAX 612 7106 9255 Oroup Madsen l]004 PL I � / V 'V PAGE . � R(YR AAA 0S RA-LIL ���• ,! � t MIKE r,u �� ve o - r2o ,sn u+n eD. Got R=ow �-► r. crw► - rv+ �tKe- A WL V NO COMM $5 %S[ a PRMW5 � r r ��oa+si SC f�Pp�tpX, ti. CAW '4 re � 1 b 5bu P &RT`r u-i It 7` 9"P Of f r r � Ste - q.S�wwrp �D g_ S Ato r eti. _ PATS; L a 3 u04 .M00 N I ' t � I i I t O� J 'DAD so { A*v& x at �S �r dt+t q �►- It ri l 1E! / AC ~ �: +� _� n� � g i r t m CORRECTION NEEDED SEE CORRESPONDENCE SPONDENCE I 1 r I 'A .,S I -2eN,R 0, 41 t tyres. 13L . sm_ g a cu. T , t 1 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals ISBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole 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 completion of service. Any opening deemed unsound, defective, or subj to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tan shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assesse least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions a made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the fiftei shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tan the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the ne) service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seed and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and sr compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mull as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOp150 mg /L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/1_ FOG, and 1tf cfu /100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specifi( in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flus of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice dogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any le above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in pro operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repair or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced its' present location by increasing basal area if toe leakage occurs or by removing biologically dogged absorption and dispersal media, and re piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: PAUL MADSEN Page 6 of IV— From: To: PAUL MADSEN Date: 1/5/2004 Time: 9:18:42 AM Page 2 of 2 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer PAUL MADSEN ldlairUig Address 262 BEDFORD SS. S.E. , / MPLS. MN 55413 Property Address 208 ILWACO RD. NO v (Verification required front Pluming Department for new caastrtrctiou Clty/Stde HUDSON,.WI 54016 Parcel Identification Number 040 - 1170 -60Q -000 LEGAI. bESCitiP TON .( L(- Property Location S /., NE _ / <, SIC. 36 , T 28N R 20W W. T o wn of TROY Subdivision , Lot # GOVT. LQ T 2 Cerh[ied Sawey Map # Volmne . page # Wu - nmty Deed it _ 0 ,2 3 . 'v olume 2 3 ., Pago # Spec lbouse 0 yes no Lot lines idcn0able *ycs U. no fiY�TEM 1VL��► T'E- �T�LK�E Impmpwuw and mstiffiena necof yawseptie rys0ata ooaldresnit is itsptearadticfit�me tc lzandle�rasbcs. Pi�optx� combb of I I iag out t3te septic tank every throe years or sooner; if poodcd by a It asod parapet. wbad You Pm into the an a%d &c &xAm of Ow septic haft as a trratmed stage in Me assts daspoSai iysbms. The paopecty owner 1�gtees to sa6mnt oo St � Zo4ting.Deats oagS�atioafam. sig�d by �o� �� _ mnstapbmbcrjoamcyvmphmbe4=gnctodpW=bcroralw=scdp=peryeafymg&U(1) is is proper operating oondifiaa aad/a {2) niter iaspoctianand patnpiag.Ctf nacessxry). t3te septic taa(c is Tess thaw iT3 faII of slatdge. Wr, tba w0cssomod have read ft above rcgdrrmcarc ad agree to min ttte private sewage disposal system witls the shadar3s cct fat>gt. hernia, asset by do Department of Commerce and the DepadawdofKaWraMmurces, State of WisconsinL, staff mg dut your septic systan his beentwintained aasudbe oompletzd cad tc=wd to the SL Lvaix C ltdy ZanieS Office v bk 3O drys• of rite 9mx yea expiration date. 1 /5 104 OF APPLICANT DATE OVi�NE�t CERTtI?"ICA�'XON I (we) oeciify that an xutemeats on this fix= are true to the best of my (our) kaowlcdpe. I (we) am (are) the ownes(s) of the pmpaty descnbod above. in W of a vrarranty deed rocot+dod fA Register of Deeds OMce. 1 1 5 1 04 &G OF APPUCANT DATE * + « « «+ Any information that is mh- rGpseseatedmay result lu the taaituy permit bong tmfmd by ltse Zomog DgMta=L ►•••• •• Indude with this application: a stamped warranty dead from the Register of Deeds office a copy of the certified surrey map if =fcwwc is tnadz in the v tarmaaty deed POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 1 of 2 • • FILE INFORMATION SYSTEM SPECIFICATIONS Owner PAUL MADSEN Septic Tank Capacity a l ❑ NA Permit # 3 35- Septic Tank Manufacturer ❑ NA WIESER DESIGN PARAMETERS Effluent Filter Manufacturer Z&BEL ❑ NA Number of Bedrooms 2 ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units ❑ NA Pump Tank Capacity al ❑ NA Estimated flow (average) 300 gal/day Pump Tank Manufacturer ❑ NA WIESER Design flow (peak), (Estimated x 1.5) gal /da Pump Manufacturer ZOELLER ❑ NA Soil Application Rate . 5 gal/day/ft' Pump Model ❑ NA Started Influent /Effluent Quality Monthly average* Pretreatment Unit X.k4A Fats, Oil & Grease (FOG) S30 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) _ <150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD <30 mg /L ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) <30 mg /L ❑ NA ❑ At -Grade ft Mound Fecal Coliform (geometric mean) S10' cfu /100ml ❑ Drip - Line ❑ Other: Other: Maximum Effluent Particle Size Y in dia. ❑ NA A Other: ONA Other: $7; NA *Values typical for domestic wastewater and septic tank effkmt. Other: A�rNA MAINTENANCE SCHEDULE Service Event Service Frequency ❑ month(s) (Maximum 3 years) ❑ NA Inspect condition of tank(s) At least once every: 3 Cg� ear(s) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: 3 ❑ Yeast 1(s) (Maximum 3 years) ❑ NA ❑ month(s) ❑ NA Clean effluent filter /b 66n IFb At least once eve ry: EiPyrear(s) Inspect um um controls & alarm At least once every: ❑ y ear(s ) t(s) 11 NA Ins P p P P ❑ ❑ month(s) ❑ NA Flush laterals and pressure test At least once every: ❑ year(s) Other: At least once every: ❑ month(s) KNA ❑ year(s) Other: ti LNA 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 (Y,) 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 2 of 2 START UP AND OPERATION ' Fof new construction, prior to use of the POWTS check treatment tanks) 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. it bl eplace area is not available due to and Barrin advances in POWTS hn I y mg tank a sort to replace the failed POWTS. e si ' has n an eval t to id a suitable replacement ar a. Upon failure of the POWTS a soil and site lua ' mu be erfor to loc e a s ' able r ace ea. If no rep acement are a holding tank in ed as a as esort to replace the at ed POWTS. ound and at- r y be reconstructed in place following removal of the biomat at the in iltrative 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 fl( Name FEATHERS EXCAVATIN]a, Phone 7l _ �©. (� Phone 715- 381 -1704 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name PINKY'S Name ST. CROIX COUNTY Phone 651- 436 -5788 Phone 715- 386 - 4680 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. p' APPLICATION FOR REVIEW POWT� - Complete all pages - Safely & Buildings Division ( ) Check if Confirmation is Desired: (} faxed, () mailed Bureau of Integrated Services Several counties have been delegated certain authority to review plans in lieu of Commerce. For a current list of those counties and their delegation check our website at httpJ/www.00mmermstate.wi.us/S81SB- PowtsProgram.hbnL NOTE: Personal information you provide may be used for secondary C onfirmation O assignment to a reviewer. purposes [Privacy Law s. 15A NITI), Slats.] - �-- ---- -- �- —_- Transaction 1. P rivate Sewag Submittal 2. Type of Submittal- System T ype ( X) New previous Related Trans. ID: { ) Soi Saturation Determination Repurt ( ) Revision Estimated Completion Date: ( ) Interpretive { ) Replacement Assigned Reviewer'. Detorrdnabon ( ) Additi (� POWTS System { } Petition (attach form S8DA890) Assigned Office: { } At Grade ( } Expa approvaf4 ( ) Holding Tank Circle your choice or offices below: { ) Nmpressuriaed In- { ? Component Manual (Include each Ground component manual name, # and 1. Next available appoinerwrt in arty office, 2 Grow Say, 3. Hayward, { ) Pressurized In- date on title page of plan) 4. LaCrosse, 5. Madison, G. Shawano. 7. Waukesha Ground ( ) Individual Site Design (X) Mound { ) Aerobic Treatment Unit 3. Project Information - Fill in all known information. ( ) Sand Filter profeclySite Name PAUL MADSEN — single P — Location, Number & Street of Project (if unknown, indicated newest road} 208 N. ILWACO RD.- TROY CO _recirculating ( ) Construc Wet Legal Description: GOVT. LOT 2; SW1/4 NW1 /4 S36 T28N R20W ( ) Drip Line county ST. CROIX city __ _LX ) Town of TROY ( ) Other: Building Type (check one): 4. After plans are reviewed, please: (check all that apply) T ( ) Dwelling, I or 2 tartly X Call customer 1, (circle txltrmber) `Refers to customer number from below ( ) Public/Commercial " Requestim party will pick up Buius+ng Slate - owned Building — X Mail plans to customer 1, 7,=-F4 (circle number)' { ) Gallons per D21y S. Complete the following desiarmr/ownedrequesting information. lMWL the check boxes when designer, owner or requesting party is the same to avoid repeating information. Designer Information Customer 1 Mail To Party if different than designer (Customer 3 First Name Last Name Customer Number Fast Name Last Name customer Number TODD FEATHERSTONE 242514 Company Name Compeny Name FEATHERSTONE EXCAVATING, INC. Address Address P.O. BOX 467 city sate Zip+4 (9digas) city State Zip+4 (9digits) HUDSON, WI 54016 Phone Number (area code) Fax or Internet cep phone Phone Number (area code) Fax of Internet 715 - 381 -1704 715 - 386 -6885 612- 366 -4100 Check others it applicable Check others if applicable ( Owner ( Owner Owner Information (Customer 2) Ot her Pleases Customer 4) First Name Last Name Customer Number First Name Last Name Customer Number PAUL MADSEN Company Name Company Name Address Address 262 BEDFORD ST. S.E. City State Zip+4 (9dgft) City State Zip+4 (gdigits) MPLS., MN 55415 Phone Number (area code) Fax or Internet Phone Number (area code) Fax or Internet 612- 378 -0274 WK# 612- 706 -9250 EXT.13 Check others 9 applicable (Mal To) Check others if applicable () Other () Other MAKE CHECKS PAYABLE TO DEPT OF COMMERCE TOTAL AMOUNT DUE $ 175.00 Attach check here Review Code 7633 �/a G. Plan Revierw Fees for Private Onsite Wastewater Treatment Systems Type of Project ( CIRCLE THIr APPRQPRIATE FEE BELOW) FEE 1. , Alt treatnMA components are previously approved under a. Comm 84.10 (2) or (3): Oftign wastewdlei nuw of the ;xopasW system: 1,000 gpd orTess............ ............................................................ - $175.00 1 ,001 -2,000 gpd .. ............................... ............ ............................... . .. .........$225.00 2 ,001 - 5.000 gpd ... ............... ... .... .................................... .... ...... ............ -- $275.00 greater than 5,OW gpd .. ............................... ........... ............................... ......$300.00 phis $0.05 for each gallon over 5000 gpd 2. One or more treabnent components are not previously approved under s. Conan 84.10 (2) or (3): (Individual site desilyVdevWion from component manuals and use of components without product approval): Design wastewater flow of the proposed system}: 1 gpd or less............................. ................ ............... ............... ... ... ... --.1300,00 5300.00 1 ,001 - 2,000 gpd ....................... . ...... ... ......... .... ......... ............... ..................5400.00 2,001 - 5,000 ON Vsw w greater than 5,000 gpd ........................... ..................... ... ... ... ................. ......... M,00 plus $0.05 for each gallon over 5000 gpd HOLDING TANKS ONLY 3. Holding tanks previously approved +meter s. Comm 84.10 (2) (3 Design wastewater flow of the proposed system: 5.000 gpd or less ..... ............................... ............................ .........................300.00 5,001 - 10,000 gpd ............................. ............................... .. ........................3100.00 greater than10. 000gpd ......................... ............................... ........................$150.00 4. HokWV tar" NOT pmwusiy appruvW wxlp S- Cmira 04.10 (2) ul (3) drnl sAv t,`M rA uQ1W tdllKb Design wastewater flow of the proposed system: 5 ,000 gpd or less ........................ ........... ............................... ... .............. • ..._. $120.00 5, 001- 1 0. 000gpd ..................................... ............................... ..................$200.00 greater than 10,000 gpd- . ....... .. .......... ............................... . .......................$300.00 Experimental system (additional one time fee). .. ... ... ... ... ...... .. ... ... . - ... ... .. ......... ................ S300.00 Rem to Approved F' tairt ................................ ............................... ........................ . .. •..360.00 petition for Variance (include form SOD-- 9890) ................. ............... .... .......... ............... ..im.00 Revi9ion to a - pmviptnly approved Petition for Variance ...................... ............................... $75 00 Solt Saturation Determination Report - Per Site (other than a proposed subdryism) ............. .....$100.00 Interpretive Determination Report . .... . .. . .. . .. . .. . . . .. MOM Subtotal ... ............................... $175.00 Priority Review: Enter acme amount as oubtotai ... ............................... Prior approval from a section chief is repaired for a priority review. If approval is granted, the priority will be revwv ed within 5 days Of rereipL Enter TOTAL (rounded to the nearest dollar) here $ 175.00 and on bottom of FRONT PAGE Note: Fees are pursuant to Ch_ Comm 2 and are subject to change annually; please contact any of the offices listed below for the most recent copy of this form. Comm 2 provides for a partial fee refund if a plan action has not been taken within the 15 days Of receipt Of all required information. 7. Appoirwimerit, Schederling linliowwwwAim and Plan Submittal Checklists, POWTS scheduling is not available. Plans will be assigned to a reviewer i after receipt of plans- If you wish to receive confirmation of the assigned reviewer and estimated completion date please check U* box in the upper rift corner of the fro page. Also note in the same location that you can designaite a specific office for review. If you select a specft office your estimated completion date may be considerably greater than what would be possible in another office. Submittals receNed vd hour a specific office Indicated on the farm may be assigned to offices other than the receiving office depending on reviewer availability. To obtain a submittal checkW call the marerlal order txtlt at HOB - 2166 or ale of theft* setvioe ofrxces listed below. You awy emit technical code questions to Po wlstedoc oannerce.sUte.wims Madison S&OD Hayward S&ED LaCrosse SA80_ Shawano S&RD Green Bay SLRD Waatedia Sa80 201 W Washington Ave 10541 N Ranch Rd 4003 N Kaxley 1340 E Green Bay 2331 San Luis Place 401 Pilot Court 53703 Hayward W1 54&* Coulee Rd Shawano W1 54106 Green Bay, W154304 Waukesha W1 53188 Po Box 7162 715434.4870 LaCrosse WI 54601- 715 - 524.3626 920- 492- 5601 262 -548 -8800 Madison WI 53707 -7162 Fax 7154KW -5150 1830 Fax: 715- 524-3633 FAX: 920492 -5604 Fax_ 2132 WO- 266-3151 Email. 6013- 785.9334 Email: Email. Pfar Sawdule@ Email. PW%Sdwduie@ Fax : 605 267 - 9566 PlanSchedtda@ Fax:OW78593W PlanSchedulsO con"Mroe.date.wCus commeroextate.wime TDD 608 -264 -8777 cornme rce.state.wi.us Email: aommerce.stale.wims Email: PlanSchedueQ_ Ptansche:duleQ c ommerce_stale_wi us eommeree.staiemims i3 �f� 5 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page j —of _ 3 Division of Safety and Buildings i ) In accordance with Comm 85, WIs. Adm. Code County ST• Ct2AX � Attach complete site plan on paper not less than B 112 x 11 Inches In size. Plan must Inciude, but not limited to: vertical and horizontal reference point (BM), direction and Percel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0 I rlo-- fo 00 ^ 000 h Please print all Information. evlew _ ' Da n te ry Panonst information you provide may W.9 PropertyOwner u", _ Property Location IDA UL 1 Vt At) S� iS Govt. Lot 2 5 114 N vj 1 /a S 3 4w T Z S N R 2 w Property Owner's Mailing Address ), Lot # Block # 5ubd. Name or CSMrY 262 6ED FoKD ST. S•E • State ZJpCode - Phone ,Nyrfll dj l i `! ❑ City ❑ Village ,Town Nearest Road I ❑ New Construction Use;X Residential i Number of bedrooms Code derived design flow rate y50 __ _._ . GPD Replacement ❑ Public or commarclal - Describe; _ Parent material _ �__ __ Flood Plain elevation d applicaoie _ _ /V �__ ft• General comments fl DpKE.5.5 a P RD9SZ-T`i 208 IJ . 1-WAcQ Rte , i and recommendations: MOU►Jv SySTtiM i i Q Boring Boring Pit Ground surface elev. _ /OQ� R. Depth to limiting factor __ in. Soa A Rate i Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO1fP In, Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 'Eft#2 1 0 - � to zJz — L - 34rf 2 6- 21 s1 2-41m aW rnlf d,, ,s a,9 Y 3 42-ZO RY — S( 2 - f tmo»K mJf LL 5 - 0.5 0.9 ; a" -zV 7.5404 I mabK enfi cut ^rn D•Z CNo+<t P5 2- 3 H M e is -zo°lo .� ❑ Boring Boring # Zy o Pit Gro!rn0 svrfere elev. "•QV -ft. Depth to Ilmitfng In, SON licallon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ff I, in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 'Eff#2 -!_ sbK n3 v-� Z -tS 7 �Y+c 3 I ' iS zf-L sbi< m 6 O.1 1. � 0 K ON S 1- A m 10 GK. � Y Effluent #1 = t30D > 30 220 mg/L and TSS >30:5 150 mg/L ' Effluent #2 = 800 _< 30 mg/L and TSS �5 30 mg1L CST Name (Please Print} Signature CST Number MA a0 NOLt_ SrtE_ 2Z 832 - Address Date Evaluation Conducted Telephone Number ! W987S b9o�`�AUe, RIVE FAtJ�S WI 54022 D(o -0`5 (7 +$ y2,6 -1.17 r, Property Owner -�?� -1 Po ut. Parcel lD �yd -l1 ? o- _�k00 -coo Page of 3 �] Boring t E Boring tt _.t. , 00 K . Depth to limiting factor s 111 __ In. Soo Icaton Rate Pit Ground surface elev. ) GPQ& I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •EfF#1 'Etf#2 In. Munsell Qu. Sz. Cont. Colo( Gr. Sz. Sh. LS L t R� 3 We 3 L) - -- -` 0P Ns Z } t-tA E 10 -154 ►rra . ' 1 rf ❑ ` j, Boring # Boring In Depth to limiting factor _ • Soil lcation Rate ❑ pit Ground surface elev. --- ft. GPDr'tf t Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Etf#1 'Eti #2 in. Munsell Qu. Sz, Cont. Color Gr. Sz. Sh. r } a� f 11 ❑ Boring Boring # Ground surface elev. �__ ri. Depth to limitin factor in. Pit Soil IcaUon Rate I Horizon Depth Dominant Color Redox Qeacrtptlon Texture Structure Consistence Boundary Roots GPD/tt In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 Eff#2 1 ai / Y < TSS >30 150 Effluent #2 = BOD < 30 mglL and TSS < 30 mg11 ' Effluent #1 $OD > 30 _220 mglL and < _ rnglL i The Department of Commerce is an equal opportunity service provider and employer, if you need assistance to access services or t u need material in an eltcmate format, please contact the department at 608.266 -3151 or TTY 608- 264.87 i r KOMm P; DSEA) PAUL 1 J of NA 1eMt�D /ao� � - Taki F"C t• CK01 #2— m� 1 � NO COMM 83 SFItI3ACK PROPLEM5 0 p ) �I. am IT h aQ k � f to sr ,x RW� LUe-ATJOA OF CAWAI gbts a 'I E) z- 544TH P2D Pr=KTq UN ti 'f h a . X � , n1.Stw�coRD. r a � Ica SIGNED Of l? h 2zu832 Rd . PACE; -03 2 3 1 4 P. 18 9 KATHLEEN H. WALSH STATE BAR OF WISCONSIN FORM 2 - 1999 REGISTER OF DEEDS Document Number WARRANTY DEED ST. CROIX CO.. WI RECEIVED FOR RECORD This Deed made between R. (Y. Adams and William F. Adams 07/15/2003 09:30AH WARRANTY DEED 09PT # Grantor, and Paul Madsen REC FEE: 11.00 TRANS FEE: 1049.70 T COPY FEE: CC 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): The North 15 rods of Lot 2 in Sec. 36- T28N -R20W except for a strip 4 rods Recording Area North and South and 12 rods East and West in the Northwest comer of said Name and Pk � Lot 2, subject to easement for right of way and travelled over and across said K S l INA OGLAND lands on roads now in use, St. Croix County, Wisconsin. ATTORNEY AT LAW P.O. BOX 359 HUDSON, WI 54016 040 - 1170 -60 -000 Parcel Identification Number (PIN) This is not homestead property. I() (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this Z�! day of May 2003 * * R. Adams i + + William F. Adams AUTHENTICATION ACKNOWLEDGMENT Signature(s) R.Q Adams and William F. Adams STATE OF WISCONSIN ) ) ss. �' County ) authenticated this day of May 2003 – Personally came before me this - day of ^ the above named + Kristina Ogland TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing (If not, 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.) .) + Names of persons signing in any capacity must be typed or printed below their signature. I Professionals company, Fond du Lac, W WARRANTY DEED STATE BAR OF WISCONSIN aoo- 655.2021 FORM No. 2 - 1999 STATE BAR OF WISCONSIN FORM 2 - 1999 Document Number WARRANTY DEED This Deed, made between R. (Y Adams and William F. Adams Grantor, and Paul Madsen 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): The North 15 rods of Lot 2 in Sec. 36- T28N -R20W except for a strip 4 rods Recording Area North and South and 12 rods East and West in the Northwest corner of said Name and Return Address Lot 2; subject ;to easement for right of way and travelled over and across said lands on roads now in use, St. Croix County, Wisconsin. 040- 1170 -60 -000 Parcel Identification Number (PIN) This is not homestead property. (K) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any: Dated this _ day of May 2003 * * R. dams * *William F. Adams AUTHENTICATION ACKNOWLEDGMENT Signature(s) R.fif Adams and William F. Adams STATE OF WISCONSIN ) ) ss. County ) authenticated this day of May 2003 0��, �_� I Personally came before me this day of 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.) ) *Names of persons signing in any capacity must be typed or printed below their signature. information Professionals company, Fond du Lac, wi WARRANTY DEED STATE BAR OF WISCONSIN 800 -655 -2021 FORM No. 2 - 1999 F t FP Y 0�'' IR 1 A ^, I MIA _- r Rod Eslinger From: Greg Timmerman Sent: Monday, May 17, 2004 3:37 PM To: Rod Eslinger Subject: RE: Septics in the riverway Rod, I looked at 17.36 relating to your question. I found no specific restrictions on septic systems. I note that stairways and lifts are not automatically restricted on any slope. I wonder if installing a pipe can disturb a slope more than constructing a stairway or a lift. If not, I see no reason why the pipe could not be installed. If installing a pipe is more of a disturbance, then I would look at the difficulty of restoring the excavation site and the problems likely to result from the excavation. I would not, however, dismiss the installation out of hand. I also note you indicate the subject slope is very steep. If it is very steep, how would a back hoe maneuver on the slope? I think it is also very important to be able to clearly justify why a long standing practice of the zoning office is now being changed. So if you are going to maintain this new position, you must be able to justify the change. If I were you, I would hesitate to make changes during the zoning department's transition period between Steve's departure and the appointment of a new administrator. I hope this helps. Contact me with any questions. Greg Q - - - -- Original Message---- - From: Rod Eslinger Sent: Wednesday, May 12, 2004 11:03 AM To: Greg Timmerman Subject: Septics in the riverway Hi Greg, I'm requesting your opinion re: whether or not a septic system or parts thereof could be installed on slopes 12% or greater facing the river. 17.36 (5) (1) grading and filling provisions states that no filling or grading shall be allowed on slopes greater than 12 %, except for rock riprapping for shoreland protection and for what's normally required for the construction of a structure or for normal yard maintenance. Section 17.36(5) (r) states that private septics shall be constructed in accordance with the provisions of Comm 83. Comm 83 allows septic systems to be installed on slopes up to 25 %. 1 recently took a position not to allow the excavation (with a back hoe) of a effluent pipe from the septic tank serving a cabin up the bluff face ( vyr steep slope) to access a mound area (less than 12 %) on top of the bluff face. This distance is over 200 feet. My reasoning is that other methods may be available; such as trenching, provided the applicant submits a detail construction plan to the Zoning Office to review, and excavating up a 60% slopes would be a great detriment to the river and would be very difficult to stabilize. Trenching may also be problematic due to the bedrock outcroppings. 1 L Historically, this office has allowed this activity to occur for septic system (new and replacement systems). Am I wrong for taking the position that I did. The soil tester is requesting I get your opinion. I'm available to discuss this matter in person anytime Later Rod Rod ES11rlger Zoning Specialist St. Croix County Zoning 1101 Carmichael Road Hudson, W1 54016 Ph. 715 - 386 -4682 Fax 715 - 386 -4686 www.co.saint-croix.wi.us 2 04/21/04 WED 08:08 FAX 715 386 4686 19003 V C ! F Z O (�, '• 4 I � m pot hT C 3 0 or 0 3 IS ? 00 c� — �� C ot h a cc cc r m septic system Page 1 of 1 i Rod - Eslinger From: Post, Eunice A. [Eunice. Post @dnr.state.wi.us] Sent: Wednesday, April 21, 2004 2:37 PM To: Rod Eslinger Subject: septic system This is what I learned from Pierce Cc about septic systems on bluff faces Chapter 239 states single family detached dwellings are permitted uses in the Riverway and must comply with all other applicable local, county and state regulations. Septic systems can be installed on slopes up to 25 % as per Comm 83. There are properties in Pierce County where holding tank installations are not feasible considering servicing requirements. Code compliant sanitary systems are an essential component of single family residences. Sanitary system review is required under the new county text regarding improvements to nonconforming structures. Staff inspect installation of pipes, tanks and drainfields to verify the system is installed per state standards and properly stabilized. Chapter 239 also states structures shall not be located on slopes facing the river on slopes greater that 12 %. As sanitary systems are accessory to single family residences, they are permitted uses so trees can be removed for their installation. We review the siting of sanitary systems to avoid too many trees from being removed and avoid exposing the building to the river. I'll admit I did get caught on one in the past so I am more aware of this situation for future reviews. 4/21/2004 ST. CROIX COUNTY �--�� WISCONSIN f„�e� .•` � � ZONING DEPARTMENT ST. CROIX COUNTY GOVERNMENT CENTER sees 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386-4680 Fax (715) 386A686 r , wwwoo.saint•croixmims To: 1�� /�X Fran: G� Fay -! 3 v Pages: Phone: / S 3 Da te: g — 711/0 e' CQ ❑ If this box is checked please submit a check for a $5.00 fax fee made payable to "St Croix County Zoning" along with a copy of this fax sheet to St Croix County Zoning Department, 1101 Carmichael Road, Hudson, WI 54016. • Comments: 0' v S� 2,6 C)6 L, it l Y�� n�J azt Y` ' AL 4 4' � ' a 4� Rod Eslinger To: Greg Timmerman Subject: Septics in the riverway Hi Greg, I'm requesting your opinion re: whether or not a septic system or parts thereof could be installed on slopes 12% or greater facing the river. 17.36 (5) (1) grading and filling provisions states that no filling or grading shall be allowed on slopes greater than 12 %, except for rock riprapping for shoreland protection and for what's normally required for the construction of a structure or for normal yard maintenance. Section 17.36(5) (r) states that private septics shall be constructed in accordance with the provisions of Comm 83. Comm 83 allows septic systems to be installed on slopes up to 25 %. 1 recently took a position not to allow the excavation (with a back hoe) of a effluent pipe from the septic tank serving a cabin up the bluff face ( vim steep slope) to access a mound area (less than 12 %) on top of the bluff face. This distance is over 200 feet. My reasoning is that other methods may be available; such as trenching, provided the applicant submits a detail construction plan to the Zoning Office to review, and excavating up a 60% slopes would be a great detriment to the river and would be very difficult to stabilize. Trenching may also be problematic due to the bedrock outcroppings. Historically, this office has allowed this activity to occur for septic system (new and replacement systems). Am I wrong for taking the position that I did. The soil tester is requesting I get your opinion. I'm available to discuss this matter in person anytime Later Rod Rod Eslinger Zoning Specialist St. Croix County Zoning 1101 Carmichael Road Hudson, WI 54016 Ph. 715 - 386 -4682 Fax 715 - 386 -4686 www.co.saint- croix.wi.us i 1 ZONING COD 17.36( )(k)2. Pruning of trees or the cutting of shrubs, un- deretory vegetation bushes, graoees or from harvesting nonwood fiber crops. The construction of structures In compliance with the standards contained in SNR 118.06(3) (b), Wis. Adm. Code. The practice of forestry on lands enrolled un- der the woodland tax law or forest crop law (Ch. 77, Wis. State.) as prescribed In a De- partment approved forest management plan which requires that vegetation be removed in a man- ner that protects the scenic quality of the river. Modifications to commonly accepted ellvecuitural methods shall be prescribed by the Department forester where necessary to protect the aesthetic values of the area. 2. Vegetative cutting elsewhere in the lower St. Croix River district may be conducted only where it is accessory to a permitted or conditionally permitted activity. (1) Grp and Fil_ Provisions 1. Any grading or filling of the natural topography in excess of that normally required for the construction of a structure or for normal yard maintenance shall be subject to all applicable State laws, the provisions for conditionally permitted activities, and: a. An application for a permit shall include a de- tailed plan and schedule of the earth moving activities, in- cluding a plan which shows how vegetative cover will be reestablished, at what- density and within what time frame. b. Approval of a plan shall be conditioned upon the following: No filling or grading shall be allowed on slopes grtater than 12%. except for rock riprapping for shoreline protection. Diversions, silting basins, terraces and other / methods to trap sediments shall be used where necessary. F111 shall be stabilized according to accepted en- gineering standards. tl� .� ST. CROIX COUNTY 10/01/86 From: To: ROD ELSINGER Date: 5/17/2004 Time: 3:14:28 PM l� 1 � 4 Page 1 of 3 FACSIMILE COVER PAGE To: ROD ELSINGER From Sent : 5/17/2004 at 3:14:26 PM Pages : 3 (including Cover) Subject : PAUL MADSON THIS DRAWING IS TO ACCOMPANY MARY JO HOLLISTER'S LETTER OF APRIL 20, 2004 FOR PAUL MADSEN. MARY JO CALLED AND ASKED ME TO SPEAK WITH YOU REGARDING PAUL'S SEPTIC SYSTEM. I FELT A DRAWING WOULD BETTER EXPLAIN THE LAYOUT THAT WOULD WORK. IF THERE ARE ANY OTHER QUESTIONS, PLEASE CALL ME. SINCERELY, TODD FEATHERSTONE FEATHERSTONE EXCAVATING, INC. PO BOX 467 HUDSON, WI 54016 OFFICE: 381 -1704 FAX: 386.6885 CELL: 612 - 366 -4100 \ v' 6 b' i i From: To: ROD ELSINGER Date: 5/17/2004 Time: 3:14:28 PM Page 3 f 3 Mai 10 04 08:24a owner 7154264827 P.1 HOLLISTER'$ SOIL TESTING Mary Ja bol!i,'c-r VJ4875 670 Avenue River Fails. W! 54022 (715 426 -177: FA 426 -4827 April 20, 2004 Rod Elsinger St. Croix County Zoning 1 101 Carmichael Road Hudson, Wl 54016 Dear Rod. In October 2000, Todd Featherstone and I were doing a site and soil evaluation for a replacement septic system on property owned by Peter Thompson, Town of Troy. I called the office and spoke with you regarding replacing septic systems in the bluff line of the St. Croix River. You replied that they were allowed and the only cutting that could take place was were the septic system was going. I spoke with Mr. Featherstone recently: he remembers this conversation and he informed me that Mr. Thompson did not replace the septic system because the County was giving him a "hard time ", so he just dropped it. According to Comm 85.50(1)(d) if the report is not acceptable I was 10 be notified in writing. I never received nor heard there was any problems with that site. In June 2003 1 submitted a site and Sol evaluation report for a replacement septic system for Paul Madsen, Town of Troy. A plan for installing the replacement by the licensed plumberwas sent to the State for approval and approved. Tie end of March, a sanitary permit was denied because "no filling or grading shall be allowed on slopes greater that 12%" under the Shoreland Ordinance. I was never notified within the 6 month review period that a replacement could not be allowed there. We discussed a little of this yesterday. I did inform you that the property south of Mr. Madsen's does have a mound system on it. (Copy of plot plan enclosed showing slopes greater than 12 %.) Your reply was that you didn't know anything about it. Also enclosed is another plot plan showing installation of a replacement mound system. We have been replacing septic systems in Pierce County on slopes greater that 12% and they have the some Shoreland Ordinance_ Based on these facts, I do not believe "grading and filling" aplles to septic systems. Therefore. I am requesting review of this situation. Sincerely, Mary Jo Hollister. CST 224832 Cc: Paul Madsen LFGIF.IVFI HOLLISTER'S SOIL TESTING APR 7 7 2.004 Mary Jo Hollister W9875 690 +h Avenue S7 CRC X CUU J? V River Falls, WI 54022 ?UNIiJG OFFICE (715) 426 -1775 FAX: 426 -4827 April 20, 2004 Rod Elsinger St. Croix County Zoning 1101 Carmichael Road Hudson, WI 54016 Dear Rod, In October 2000, Todd Featherstone and I were doing a site and soil evaluation for a replacement septic system on property owned by Peter Thompson, Town of Troy. I called the office and spoke with you regarding replacing septic systems in the bluff line of the St. Croix River. You replied that they were allowed and the only cutting that could take place was were the septic system was going. I spoke with Mr. Featherstone recently; he remembers this conversation and he informed me that Mr. Thompson did not replace the septic system because the County was giving him a "hard time ", so he just dropped it. According to Comm 85.50(1) (d) if the report is not acceptable I was to be notified in writing. I never received nor heard there was any problems with that site. In June 20031 submitted a site and soil evaluation report for a replacement septic system for Paul Madsen, Town of Troy. A plan for installing the replacement by the licensed plumber was sent to the State for approval and approved. The end of March, a sanitary permit was denied because "no filling or grading shall be allowed on slopes greater that 12 %" under the Shoreland Ordinance. I was never notified within the 6 month review period that a replacement could not be allowed there. We discussed a little of this yesterday. I did inform you that the property south of Mr. Madsen's does have a mound system on it. (Copy of plot plan enclosed showing slopes greater than 12 %.) Your reply was that you didn't know anything about it. Also enclosed is another plot plan showing installation of a replacement mound system. We have been replacing septic systems in Pierce County on slopes greater that 12% and they have the same Shoreland Ordinance. Based on these facts, I do not believe "grading and filling" aplies to septic systems. Therefore, I am requesting review of this situation. Sincerely, ..1 a &J Mary Jo Hollister, CST 224832 Cc: Paul Madsen 04/21/04 WED 16:14 FAX 718 386 4686 ST CRI CO ZONING w ool �1 % A 1� oQ N t Zn a � 11 70 � - o O •� �-" G r � ' - 1 � p -n i L A N d too„ P _ �'' w \ c; rrg \h 1 on o A3% / i �b MVtj , 14 04 08:24a owner - 0 7154264827 P.1 HOLLISTER'S SOIL TESTING Mary Jo hoiiisler V9875 690 Avenue Raver Fails, WI 54022 (715) 426 -177- FAX: 426 -4827 April 20, 2004 Rod Elsinger�� St. Croix County Zoning 1 101 Carmichael Road �} Hudson, W1 54016 Dear - Rod, In October 2000, Todd Featherstone and I were doinc replacement septic system on property owned by Pe 1� the office and spoke with you regarding replacing sel 1 1 St. Croix River. You replied that they were allowed a n \I place was were the septic system was going. I spoke remembers this conversation and he informed me the " septic system because the County was giving him a "I According to Comm 85.5011) (d) if the report is not acceptable I was to be notified in writing. I never received nor heard there was any problems with that site. In June 2003 1 submitted a site and soil evaluation report for a replacement septic system for Paul Madsen, Town of Troy. A plan for installing the replacement by the licensed plumber was sent to the State for approval and approved. The end of March, a sanitary permit was denied because "no filling or grading shall be allowed on slopes greater that 12%" under the Shoreland Ordinance. I was never notified within the 6 month review period that a replacement could not be allowed there. We discussed a little of this yesterday. l did inform you that the property south of Mr. Madsen's does have a mound system on it. (Copy of plot plan enclosed showing slopes greater than 12 %.) Your reply was that you didn't know anything about it. Also enclosed is another plot plan showing installation of a replacement mound system. We have been replac' Systeri- 'erce County on slopes greater that 129'. and they have the sam horeland Ordina Based on these facts, I do not believe "grading and filling" aplies to sep is sys ems. Therefore, I am requesting review of this situation. Sincerely, L y Mary Jo Hollister, CST 224832 Cc: Paul Madsen Pam Quinn Subject: 453357 - Madsen /Featherstone Location: Ilwaco Rd. - Tanks only, Troy Start: Tue 5/17/2005 8:30 AM End: Tue 5/17/2005 9:30 AM Recurrence: (none) Y A ' r I X 1 r � no o3 Wisconsin Department of RECENT IL LUATION REPORT Page 1 of 3 Division of Safety and Buildings dt"Tclwom code /) CounlY ST. CROIX Attach complete site plan on pa r not less than 81/2 x 11 inches u$ include, but not limited to: verti aril hor�z � Sint ). di Parcel I.D. 040 - 1170 - 600 - 000 percent slope, scale or dimensio s, n Z and nce to nea Pleas rmatfo 1. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15 -04 (1) (m))- Property Owner Property Location 0 a PAUL MADSEN Govt. Lot 2; SW 1/4 NW 1/4 S 36 T 28 N R 20 E (or) W Property Owner's Mailing Address Lot # Block # I Subd. Name or CSNgIk' 252 Bedford Street S.E. — — — city State Zip Code Phone Number JDCity []Village • own Nearest Road Minneapolis, MN 1 55413 ( 612 819-1170 N. Ilwaco Road Trnw New Construction UseE) Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD a Replacement r] Public or commerdal - Describe: Parent material till/outwash Flood Plain elevation if applicabl 1t General comments Property address: 208 N. Ilwaco Road and recommendations: Mound System — 1.0 ft. sand fill — 0.6 loading rate Boring # ❑ Boring Ground surface elev. 86.00 ft. Depth to limiting factor 30 ' Pit Soi Rate Horizon Depth Dominant Color' Redox Description Texdue Structure Consistence Boundary, Roots GPQff in. Mutsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'E '002 1 0-8 10YR2/2 — 1 3fsbk ds as 3vf-co 0.6 0.8 2 8 -17 7.5YR3/4 — sl 3f -msbk ds cs 2vf-co 0.6 1.0 3 17 -30 7.5YR4/4 — sl 2fabk dsh ab 2vf-co 0.6 1.0 4 30- — — lsbr — -- — — -' — goring # Boring 6.84 24 [_2 E] Pit Ground surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *002 1 0-7 10YR2/2 — I 3f -msbk ds ab 3vf-co 0.6 0.8 2 7 -24 7 5YR3/4 — sl 2f -mabk ds ab 2vf-co 0.6 1.0 3 24- — — Isbr -- * Ef kmit #1 = BOO > 30 220 mg/L and TSS >30 150 mglL * Effluent 92 = BOD 5 30 mglL and TSS < 30 mg/L CST Name (Please PrinQ CST Number Mary Jo Hollister 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 09-02-04 (715) 426 - 1775 i Property Owner MADSEN, Paul Parcel ID # 040 - 1170 - 600 - 000 p ays 2 of 3 3 Boring # Boring 86.00 31 ❑ Pit Ground surface elev. ft. Depth to lasting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff 1 I *Etf#2 1 0 -9 10YR2/2 — 1 3f-msbk ds as 3vf-co 0.6 0.8 2 9 -18 7.5YR3/4 — sl 2f -msbk ds cs 2vf-co 0.6 1.0 3 18 -31 7.5YR4/4 — sl 2fabk ds ab 2vf-co 0.6 1.0 4 31- _ _ lsbr — — -- '- "- M Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Sol Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boi n*" Roots GPOW in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *0102 Boring # Boring F Pit Ground surface elev. ft. Depth fo limiting factor in. Sal Rabe Horizon Depth Dominant Color Redox Description Texture SUuddue Consistence Boundary Roots GPQff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eif#1 *0102 ' Effluent #1 = BOD, > 30:5 220 ng/L and TSS >3015 150 mg/L ' Effluent #2 = BOD < 30 mg& and TSS < 30 mg1L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. SM -833UR S1 (8.07/00) i PLOP PLAN p�� RfY OMI M- hD lJ L ww i- of '6mFT MOW mww - W- TIM //14 zo W 3EW #Z f t tCE G s 95r Wf 4QMS%bj . EI-50L B012NJG W/ WWa NO COMM M "ta CMS oc�'t c,!5w C140T - m }!PI"'Rfl4c 133 S P St t y 'f (ZOkT+t PROPECY Lt AM) sl�c. 316 x wco 'RA.1 I.VIpCD r From: T& PAM QUINN Date: 1016/2004 Time: 12:22:00 PM Page 1 of 2 FACSIMILE COVER PAGE To: PAM QUINN From Sent : 10/6/2004 at 12:21:58 PM Pages : 2 (including Cover) Subject : RE: PAUL MADSEN MARY JO HOLLISTER DID ANOTHER SOIL TEST. SHE ALSO TALKED TO A GUY AT THE STATE REGARDING THE 28% SLOPE. HE SAID TODD NEEDS TO WRITE A LETTER TO THE STATE AND COUNTY STATING THIS SYSTEM CAN BE INSTALLED WITHOUT PUTTING ANYTHING OR ANY BODY IN HARMS WAY. MY QUESTION. BECAUSE OF THE SLOPE THE AREA IS LARGER THAN NORMAL. I THINK ITS THE "PIDDLE FACTOR ". IT RUNS DOWN HILL FASTER SO NEEDS A LARGER BED TO ABSORB. MAKES SENSE TO ME ANYHOW. I HAVE A CONCERN WITH THE "MEANDER" LINE. I DON'T KNOW WHAT THAT IS. I KNOW MEANDER MEANS WALKING AROUND BUT AS FAR AS SETBACKS I COULDN'T FIND ANYTHING IN MY RULE BOOK. COULD YOU HELP? IS THERE A PROBLEM? THANKS SO MUCH, SHERYL FEATHERSTONE EXCAVATING, INC. 381 -1704 ' R S xew'N3SadW - q EBRVgR ?1 2 oo3,..' PZ n �c c✓ y v p -+s �. Z E. ` Z � w w b4�� lk DOI Z ;o Z abed Wd OO:ZZ:ZL :awl booZl9lOL :aae0 -- - NNino WHd :ol :wojzi e I c OPY e ll e �D � z R w� r n - Q �I - - -- Safety tad Buildings Dinisiotti 2o1 w. was 4ton Ave., P.O. Dox 70(32 ST. CROIX i seonsin Modiwm, W l 53707 - 7082 Sanitary Permit Nwnber ( to be filled in by Co.) Department of Commerce (6W)261 -C" State Plan I.D. Numbs s Sanitary Permit Application IDo In amord with Cam= 83.21. Ws. Adn Code, perm ittta=wtion may be uad for se000dary putpoaes Privacy law, 315.04( l xro) Project Address (if diffamt dM nwhM ad*=) L Appllatioa loforolatioa — Please Priet All lei 208 ILWACO RD. NO R ECEIV ED property (hvner's Nanro Parml # W # Block # PAUL MADSEN 040 - 1170 -600 -000 GOVT. LOT 2 rtoperty Oww's Mailing Addren A RE S - 262 BEDFORD ST. SE ST CROIX COON-1 SW v, NE Sediau 36 Cit stdc z p MPLS, MN 55413 612- 706 -9250 X13 T 28 N, R 20 w ) IL. Type of BalldiAg (check all that ap*) Al �v2Fa"1yDwsftg - N=r,t orBedroase Existing cabin has 2 bdrms WtLnbvNAns Subd/161on N am CSMNuroba l'wblt.T.. o.W Deacrib.Um for expansion. R bdrm t ba ❑ etau Ow d lib. U. _Ovin -w 1s4T�ni (—TROY— (Nom Permit: (Check only one b=s on ifae A Comp lice B k) --- _-- - - - - -- b'ystem Q Rebo� System ❑ T T y ❑ ( M saEAW" systean rmit Pemtgt Re vsiat Clime of Intl e E oner 4 57 — 7 1 f � U WuM > 24 in. tattle soil M 24 i suaabbe soi! At-C�sdc L1 Siage Pass Wetland U H Tank P 'iqQ Asobic Uni 11 Rudsmlwb* Synlheiie Fitter ❑ Drip ❑ veldeex Pipe Odu r (explain) v. diffAusa Area EM-6 seF aftcifed sal an t ecr l Ares tlrnrna.>a (of �[% o 6 0 6218.75 Vi Tataic Capacity T N M Prefab F P GaYanns C of New arks Seow—Ral&vl -'k 1000 1 j WI ER AffobscnawnmwUni ' 1 OgF I PIESER VM Responsibility Stuiemeet- I,&e wnher's Name (Print) s tdl'/Mt TODD FEATHERSTON 715 -1704 Plumber's Address (Sweet City, ) PO BOX 467 HUDS , W1 4 6 VII Cou t Use Aky � U moved smi Perntit F Cwourndwaler Date laved so�cLarBc Pw) 1 i 112 qt 0 Own= Gh— Rew- for / ( —J— IX, Conditions of ApprovaVReasons for proud hl;'Zt Agac� � plena M tLe Cway' ai!') hr erne sMaa w 3aPe+' waL tw aa.a ttt2 i it iartie- t. sic JLJ { R Y r C. � AY h, � r ,4 # L• • • , ,• I ' J 1 • j` • , • • • I a •� 1 ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT - ST. CROIX COUNTY GOVERNMENT CENTER "�'• ANN / /NNNN MnN�i 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 November 24, 2004 Mr. Paul Madsen 262 Bedford Street, SE Minneapolis, MN 55413 Subject site: Parcel #040 - 1170 -60 -000, Troy Township (36.28.20.647E) RE: Revised Application for POWTS sanitary permit #453357 Dear Mr. Madsen: This letter, in compliance with Wis.§ Chapter 145.20(2)(c), provides written notification that the St. Croix County Zoning Department has disapproved the revised sanitary permit application submitted for review on November 12, 2004. The proposed mound septic system is on 28% slopes facing the St. Croix River and is <100 feet from the westerly lot line. The plan received an Individual Site Design approval from the Dept. of Commerce on November 03, 2004. However, the property is located within the Lower St. Croix National Scenic Riverway and as such must comply with requirements contained in the St. Croix Riverway Zoning Ordinance 17.36 and with Dept. of Natural Resources Chapter NR 118 prior to issuance of a sanitary permit for installation of a Private On -site Wastewater Treatment System ( POWTS). A mound septic system is considered a structure (an appurtenance to a building) and is subject to the ordinary high water mark (OHWM) setback of 200 feet and may not be located on >12% slopes, per St. Croix Zoning Code 17.36(5)(d). Construction of a mound involves cutting trees, removing vegetation, as well as grading and filling activities. Zoning Code 17.36(5)(k)(1) prohibits removal of trees and shrubs on lands within 200' of the OHWM and 40' landward of the bluff line. A sanitary permit #453357 was issued on July 1" for a mound system, even though the site did not meet the <12% slope restriction or 100 foot bluffline setback in Zoning Code 17.36(5)c. However, the permitted mound site is outside the OHWM setbacks for both county and state regulations and is accessible from an existing road/driveway at the top of the bluffline. zoning regulations per Zoning You may apply for variances from the county g gu p 8 Code 17.36(6) and apply for a conditional use permit from the state per NR 118.09(2). You must also provide documentation that no DNR scenic easement exists that might prohibit the activities proposed on this lot. In reviewing the permit file, I found that the original Erosion & Sediment Control Plan acknowledgement form still needs owner signature, which must then be returned to our office. Please submit this form prior to any construction activity for installation of a POWTS. The sanitary permit will be valid until July 1, 2006. 1 Page Two — Paul Madsen Wis.§ Chapter 145.20(2)(c) also requires that you be notified of the right to appeal the disapproval according to the procedures contained in Wis.§ Chapter 68. If you have additional questions, please do not hesitate to contact me at the Zoning office. Si a y , amela Quinn Zoning Specialist Cc: Eunice Post, DNR Water Regulations Robert Bezek, St. Croix County Code Administrator Todd Featherstone, master plumber /applicant V'Leroy Jansky, Regional Wastewater Specialist file I i I „ - 3efedy and Buildings Disilim clowily 2w w. wohiapm Am, P.O. Box 7082 ST. CROIX Vir Mohan, WI: 33707 - 7092 Su ilary Permit Number(to be 6W in by Co.) De artment of Commerce (6N)261-046 Sanitary Permit Appficafion/� Spore Pbm I.D. N /0 umbx '1Y'v Caron In wo with Can 83.21, V& Ada. Code, tmeo� isforata” % ► may be used for Mamday purposes ftmwy law, 915.441xm) 1 Plojed Address fifth hmalbsn mmift SUM) L AppliatiomJobnwdlon- Piew Pd" AN 208 ILWACO RD. NO rroperly Owner's EI VED Name ravd o Lot N Block # PAUL MADSEN 040 - 1170 -600 -000 GOVT. LOT 2 Yraperty 0vnta'9 Msiliog Address ACRES 262 BEDFORD ST. SE ST. CROIX COUNTY SW Y., NE -4 suaien 36 city, scare zip MPLS MN 55413 612- 706 -9250 X13 T 28 N; R 2L w ) II. Two( BofMw (cbc& sit that apply) IXlar2 Family Dwellisa- xomberafl3edroass Existing cabin has 2 bdrms with no plans 16101 CSMNaarbv 0 P►>Dti�raaaa.-W v..U. for expansion. Req 3 bdrm to cover bases ❑ &ww p„md D...b. U. F; V ilb w ®iawml,in d TROY I1L Type; of Permit: (Check Doty sae boz on bw A. Coa*lete live B It zW11=W) . A IR New 37*M ❑ Repl■omrr1 sy d. ❑ Tseaemmtlltoldarg Teak Raplaomaae O d 0dw Moddiai6oa a Erdetiag Sydem B. Paeeit Renewal 0 remit Re vision 0 Charge of 0 Peemie? ram ferto New Lid A evioae Paring Nmrbermad Date Iawed Before EVOMm PINNOW Owner 453357 — - 711 Q IV. Tyw of POWTS System: Ciedk all that ❑ Nan - Pmxmiwd k- Ground 0 mamw 2 :24 a orw&we soil Q Maud < 24 is afwkabl w0 ❑ At -Grade U swee Apr Sand Filler ❑ eaasummad woamd ❑ ra a rised koon aw U H01"S Tall Peen "her 11 /laob T aaemUnik 0 RewwUw% 3wd l01 ❑ Re=rseldieg SVV1hMc M&h* Filter 0 Leadusgamogber ❑ Drip Late ❑ 0mveRes9 Pipe ❑ 01bw ( - ) V. Vrres' t Arta lsformatian: pl ease see attached F%--(wd) son App w R-(odd) > A.aa Rarfwm (so Dhpawd &M p►.ves.ed ""1 s 'a — t]evatian 450 g 1 4 50 6218.75 95.00 VL Taait Info Capaeaty in Tarsi Number Maou CMM no" site Seed Fiber Plastic cwkm e`rllaIe afflaim Caeaet9 eaadradw Giese New I Emdus Tasks Trios seplicar1101&* et x 1000 1 WIESER X """^er X 1000 1 WIESER X VIL Rasponsibs7ity Statement- I, Oe aamame for ieeta WNP efie row's eiwm me attaeied pbra PbouWa Name(I'd d) : t t11Nts1PR8 Nwrrber taoesisrya NwMee Newdrcr TODD FEATHERSTON 14 715 - 381 -1704 Plumber's Add— (9ve46 CAN &Mcftio Cock) PO BOX 467 HUDSON, WI 54016 VU C t Use ❑ Anawad y Ironed Fce (hwkW a (hau dwdw Dore Jared S000- ) Owner Gives Ressar for DmW l f 2 Q IX. Conditions of ApprwaURaesons for Dbapprnwal � 1� M � �y �7) for Ure s�aa w pea aetka tF�a avl t ti t� [r dmc • Safety and Buildings P BOX 7162 commerce .Wl.gov MADISON WI 07 -7162 TDD #: (608) 264 -8777 t s co n s i n www.commer www.wisconsin.gov www.wisconsin.gov of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary Novembk r 03, 2004 CUST ID No.242514 ATTN: POWTS Inspector TODD C FEATHERSTONE ZONING OFFICE FEATHERSTONE EXCAVATING INC ST CROIX COUNTY SPIA PO BOX 467 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/03/2006 Identification Numbers Transaction ID No. 1077719 SITE: Site ID No. 668607 Paul Madsen - Dwelling Please refer to both identification numbers, 208 N Ilwaco Rd L above, in all correspondence with the agency. Town of Troy, 54022 St Croix County SWIA, NW1 /4, S36, T28N, R20W FOR: Description: Replacement Mound System / Individual Site Design / 450 gpd Object Type: POWTS Individual Site Design Regulated Object ID No.: 990213 Maintenance required; Replacement system; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(s): Mound; Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. 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: 1. This approval recognizes the submitted plans as an Individual Site Design that does not fully comply with the approved "Mound Component Manual For Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD- 10691 -P (N.01 /01). The component manual does not permit installation of mound system �,• dispersal components on slopes greater than 25 %. The proposed mound system will have the down slope Coll di, toe extended one -half the distance required to provide the 3:1 surface slope. The basal area load rate will still be maintained and t e resu ing su ce slope wi per Itatioirand maintenance. stem has been reviewed and ap as an Individual Site Design. The system shall be D IVI S I ON j 2. This system pp g Y DIVISION constructed in accordance with the approved plans and ch. Comm. 83, Wis. Adm. Code. 3. On page 3, the following adjustment was made to the mound system dimensions to coincide with the SE COkR E parameters of the this Individual Site Design specified on page 12: I = 36 feet Basal area available = 3330.4 fe W = 45.33 feet Basal area load rate — 0.1351 d/ft gP 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. h - TODD C FEATHERSTONE Page 2 11/3/2004 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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Ycere Fee Required $ 300.00 Fee Received $ 300.00 Balance Due $ 0.00 Private Sewage Plan R r63l500Hrs , , Integrated Services WiSMART code: 7633 (608)266-2889,M-F, pepagel@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 I I I � I r Ratherstom Excavating, Inc. P. O. Box 467 Hudson, WI 54016 715 - 381 - 1704 651 -486 -1987 October 21, 2004 Madison S & BD Attn: Reviewer PO Box 7162' Madison, WI 53707 —7162 RE: Madsen, Paul , Mound System Installation Dear Reviewer: I can install this mound system safely without any risk of danger to myself, my equipment or the surrounding environment. If you have any other questions or concerns please feel free to contact me at: Office: (715) 381 -1704 Cell: (612) 366 -4100 Thank you for your consideration in this matter. Sincerely, Todd Featherstone, President Installer Lic. No. - 242514 Featherstone Excavating, Inc. PO Box 467 Hudson, WI 54016 r ' 1 r MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: PAUL MADSEN Owner's Name: PAUL MADSEN Owner's Address: 262 BEDFORD ST. S.E. MINEAPOLIS, MN 55413 Legal Description: GOVT. LOT 2; SW1 /4 NW1 /4 S36 T28N R20W R �` Township: TROY County: ST. CROIX z Subdivision Name: r Lot Number: -------- - - - - -- Block Number: ------- - - - - -- Parcel I.D. Number: 040 - 1170 -600 -000 Plan Transaction No.: Page 1 Index and title Pa e 2 Data entry CCR4C1104 KEED age Mound drawings Page 4 Lateral and dose tank VV $1;R ONDENCE Page 5 System maintenance specifications T 8. Page 6 Management and contingency plan tlplZ�,�`y Page 7 Pump curve and specifications 1 Page 8 Soil Test 4 Page 9-.ea Soil Test OF Page 10.Q Plan ' D Page 1 /y POWTS Application Page - POWTS Mgmnt Plan SPO ND& E Designer: TODD FEATHERSTON License Number: 242514 Date: 10118/04 Phme Number: 715 - 381 -1704 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.11 (05/01) Page 1 of 1�r .j� Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of e- 36 inches. 450.00 Design Flow (gpd) 28.00 Site Slope ( %) Check maximum slope limit 94.00 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd/ft) Distribution Cell Information 80.001 Dispersal Cell Length Along Contour (ft) = 5.63 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft) 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) C Center or End Manifold 2.81 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 8.65 ft /orifice 2.00 Forcemain Diameter (in) 90.00 Forcemain Length (ft) Does the forcemain drain back? Y 76.00 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 14.68 Forcemain Drainback (gal) 18.50 Vertical Lift (ft) 50.02 5x Void Volume (gal) 2.21 Friction Loss (ft) 64.70 Minimum Dose Volume (gal) 23.96 Total Dynamic Head (ft) 34.08 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x 1.25 x X 2.00 x 1.50 x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.001 eptic Tank Capacity (gal) Total Working Liquid Depth (in) WIESER IManufacturer I I gal /in (enter result in cell B49) Information Effluent Filter Info ion 1000.00 Dose Tank Capacity (gal) JZabel Filter Manufacturer 27.83 Dose Tank Volume (gal /in) JA100 Filter Model Number WIESER Manufacturer Project: PAUL MADSEN Page 2 of 14 r - Mound Plan View T 1/10 B J observation Pipe — j K .:.:. T A W - ...... ............................. ..... ....... .......... ... ... ........... . .... ... ..... ............... ...... ................. ....... B ........... I 3 Q .. ......................... _.............. ............................... L Mound Component Dimensions A 5.63 ft E 30.90 in H 1.00 ft 3� K 10.68 ft B 80.00 ft F 9.25 in 1 72.1 L 101.35 ft D 12.00 in G 0.50 ft J 3.70 ft 450.00 (ft Dispersal Cell Area 6218. Area Available 5.63 pd/ft) Linear Loading Rate 8.00 (ft) 1/10 B Obs. Pipe lacement Mound Cross Section View Aggregate Dispersal Area Finished Grade 96.77 (ft) - --0 - ;. G I H 50 95. ft Lateral F Dispersal Cell ( ) 95.00 ( ft —► -- Invert Dispersal Cell :.:.:.�] :...:.:...:.:.....: 1 D Elevation l 94.00 (ft) Contour Elevation 28.0 % Site Slope -y— Geotextile Fabric Cover Shading Key a. I Dispersal Cell See lateral details on Q _ Topsoil Cap o 1.5 ft Page 4 for number, size, ©: Subsoil Cap and spacing f laterals © 'N A � .. .... . . STM C33 Sand Laterals are equally F ®0 Tilled Layer 0.5 ft typical Lateral spaced from the 05 Aggregate a c I distribution cell's :`::;',ii`ii:; r :'i;'';$' }::ii;;:;ii':�':::::r. -i- centerline in the * A distribution cell (AxB). Project: PAUL MADSEN Page 3 of 4 i Vora Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical l P S #= Turn -up wlba II valve or I{ x— I x12 I x1231 Laterals &force main of PVC Sch 40 oleanout plu g per COMM Table 84.30 -5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.14 ft Lateral Length (P) 39.25 ft Orifices per Lateral 13 Lateral Spacing (S) 2.81 ft Orifice Density 8.65 ft /orifice Lateral Flow Rate 8.52 gpm Manifold Length 2.81 I ft System Flow Rate 34.08 gpm Manifold Diameter 2.00 in Total Dynamic Head 20.96 ft Forcemain Velocity 3.48 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and --► Comm 16.28 WAC Disconnect 4 in. min. Tank component is property vented LForcernain Alternate outlet location diameter WIESER Manufacturer �_ 2 in. Ca acity 1000.00 Gallons Volume 27.83 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 19.61 545.68 B 2.00 55.66 C Pump off elevation (ft) C 2.32 64.70 80.00 D 12.00 333.96 D Total 1 35.931 1000.00 D� ose tank elevation (ft) 3" Bedding under tank. 1 79.00 Alarm Manuafacturer ILEVEL Alarm Model Number I LVL1 Pump Manufacturer IZOELLER Pump Model Number 1152 Pump Must Deliver 34.08 gpm at 20.96 ft TDH Project: PAUL MADSEN Page 4 of II& r Mound Svstem Maintenance and Operation Specifications Service Provider's Name FEATHERSTONE EXC INC. Phone 715 - 381 -1704 POWTS Regulator's Name ST. CROIX CO. Phone 715- 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished .. • • • • • ...... • • ..................... 000000000000900 Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: PAUL MADSEN Page 5 of 11� Mound System Management Plan Y 9 Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01 /01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole 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 completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 84nches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should riot be removed unless provisions are made to retain solids in the tank that may slough off the fitter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of studge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dicWe that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: PAUL MADSEN Page 6 of 1 D N.",VC BEAD /WACI` HEAD CAPACITY CURVE PH N \Ull _=F -J --\I A \, -' E'WAIFR \G MODEL 15 ?_/153 - Uj i w Uj n !Mc1 ra Cnl. 'te"s Gal. i L'te's 153 1.5 69 76' 77 791 12 40 152 /U Z5� s 6.? ; 44 167 57 19/ 30 7.fi a I 129 42 159 XNN - - -- Z 8 ; 3.' 23 81 33 175 0 1 7.7 I -- -- 42 4 li. Vah+a Q f:. �I `,.bm) 4. 0 rt. ' k '3.1m) 10- 01+609 0 20 40 60 80 100 GALLONS LITERS 0 80 160 240 320 c 1jf FLOW PER MINUTE 1 3 27/32 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. _ f • Variable level control switches are available for controlling single phase systems. , • Double piggyback variable level That switches are available for variable level long and short cycle controls. j 1 J • Sealed Qwik -Box available for outdoor installations. See FM1420. i • Over 130 °F. (54 °C.) special quotation required. 1521153 Series r I (- 152l153 MODELS - - Control S electlorn ModN Yolts�Ph Mode _ _Mips SI Duplex _, - - _N152 115,._ 1 Non 8.5 1 2a_3__ c BN152 115 1 Auto 8.5 Included - 2 or 3 1 - I � Y MOM ' 230 1_ Non 4.3 1 2 or 3 I I BE152' 230 1 _Auto 4.3 _ Included 2or3 N 153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Include 2or3 SELECTION GUIDE E153 230 1 _ Non 5.3 1 - 2 or 3 _ E153 230 1 Auto 5.3 Induced I 2 or 3 1. Single variable level float switch or double piggyback variable level float switch. Refer to FMO477. e CALMON 2. See FM0712 cored model of Electrical Alternator E•Pak. All Installation of controls, protection devlcas and whiny should be done by a qualified licensed electrician. All electrical and safety codes should be followed Including the most 3. Variable level trol switch 10-0225 used as a contra activator, specify duplex (3) recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). or (4) float sy em. RESERVE POWERED DESI N For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAN. T0: P.O. 80X 1834 Z e t)a/M � Lour 3 49 am 402 SW TO. 3849 Cana Run R � r Loutsvilre, KY 4021 -1981 AwIrr SM' S.F http✓/www.zoeller corn L 0 (� 776- X (5 • 774 928 P MP FAX (502) 774 -3824 0 Copyright 2000 Zoeller Co. All rights resired. 'Sep 14 04,09:10a owner 7154264827 p•1 Wisconsin Department of Commerce SOIL EVAE..UATION RE PORT Pass t of 3 Division of Safety and Buildings in auzordarrce with Comm 85, Wes- Adm. Code CamtY ST_ CRO1X Attach complete site ptan on Paper not less than 8 1 R x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (W, daection and Parcel I.D. 040 - 1170 - 600 - 000 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. � Reviewed by 036e please pdfrt all infarma6wr. Personal WonrAdw you provide may be used for secondary Mwpo es (Privacy Low, 6. 15.04 (1) (mu. Property Owner Pimp LLocaWn rl a PAUL MADSEN Govt. Lot 2, SW IM NW 114 S 36 T 28 N R 20 E (or) W property Owner's Mailing Address Lot ff a 1 Subd. Name or CSW 252 Bodford Street S.E. y Zp Code Phorwe N ea res t Road Minneapolis, MN 1 55413 1 ( 612) 919-1170 1 N. Ilwaco Road New Construction UseE] ReWenitial I Nwrrnbi`of e bedroorus 3 Code derived design Now rate 450 GPD E . Repiacernent Pubic or coroner iat - Describe- Parent material tilUoutwash Flood Plain elevation if applicable p( n General cnrnnrents Property address: 208 N. Ilwaco Road and reconxttendations: Mound System — 1.0 & sand fill -- 0.6 loading rate: i Boring 1 Borings El Pit Ground surface elev. 86.00 R. Depth to la'rfilirlg factor 30 in- Sod Applical - Ftale Horizon OapM Dorrirdnetcolo Redox Depaiption Terateue Structure C'.ortsieberroe Boundary Rods in. Mansell Qu. Sz. Cont. Color Gr, Sz- Sh. *001 'EN/2 I 0-8 10YR2/2 - I 3fsbk ds as 3vf-co 0.6 0.8 2 $ -17 7.SYR3 /4 sl 3f - msbk ds cs 2vf 0.6 1.0 3 17 -30 7.5YR414 — at 2fabk dsh ab 2vf-co 0.6 1.0 4 30- Isbr -- — - '. F 1 Bonny (- s ❑ -1 goring 96.84 24 El Pit (mod surface elev. R. Depth to lill, 00 w9 Soj Raft Horizon Depth Dominant Com Redox Description Texture Structure Consistence Boundwy Roots GPDI� in. Munsetl Qu_ SZ. Cont. Color Gr. Sz. Sh. 'EffA1 'EffA2 I 0 -7 10YR2a — I 3f -msbk cL5 ob 3vf-co 0.6 0.8 2 7-24 7.5YR3l4 sl 2f -mabk ds ab 2vf-co 0.6 1.0 3 24- _ Isbr — — — • EfNue i1= 90D > 30 c 220 myl, and TSS >30 150 mglL " Effluent 02 = WD c 30 mg& and TSS <_ 30 mall- ber CST Name (Please grind) 22 4832 -,,t� CST Nemn M Jo Hollister OC 'Z 22 Address Date Evaluation Conducted Telephone Number W9873 690th Avenue, River Fa115, W) 54022 09-02-04 (715) 426 - 1775 I Sep 14 04.09:10a owner 7154264827 p -2 Property owner MADSEN, Haut Parcel IO � 040 - ] l 74 -600 - 000 Page 2 of 3 • 6oriny 3 BOn Groun surace elev_ 86.00 h. Depth limftV UK*" 3 i Q Pp d f 3oY Rabe mlizon Depth Dominart RedoxDesaiption Textue Sviglum Coraidance Boundary Roots GPD1W in. Munseli Qu. Sz, Cont. Color Gr. Sz. Sh. "EfW1 `Eff#2 m 1 O 9 1 OYRV2 — l 3f -sbk ds as 3vf-w 0.6 0.8 2 9-1 7.5YR314 — s1 2f -msbk ds cs Zvf-co 0.6 1.0 3 18-31 7.5YR414 — s) 2 b ds ab 2vf-co 0.6 1.0 4 31- — ��. ❑ etx+ng t 9 e onng Pit Ground surface elev. tl Depth to rntrg factor lo ' Sot Gat Rata Hortmn Depth Dominant Color Redox Desorption Texture Soudue Consistence Boundary Roots GPDAF in. MEMO Qu. Sx Cont. Color Or, Sz Sh. •EiM1 _EM # S Borin L1 Pit Ground sufaceelcw. ft. Depth to lknWng factor in. Sot 6pplication Reba Horizon Depth Dominant C Redox Description Texture Strucmre Consistence lBouridary G POW in_ MurrseA Qu. Sz. Cont. Color Gr. SL Sh. 'EM 'EW Effluent #1 = BOD, > 30 .�i 220 rug& and TW -W : S 150 melt. ` Eflkrerrt *2 -130D _ 80 nrg& and TSS �5 30 ngll The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an aitcrnate format, picasc contact the department at 601, -266 -3151 or T`I`Y 608- 264 -8777. Sec- xsWies�ts,o7Mq -Sep 14 04 09:11a owner 7154264827 p.3 T _ MKRI YOMU . fAhba PA4 it ea v - ar m Pi msi acs � • coW 'ip ST #Z P mH yj 5 Q -50L VORM W/ 9Aa" NO COMM 85 "'M PRCJBI M 4.3 "-XS5 CA8 1M t Cw,c&VM SA.Aa 83p ��� ijg a S P Si r 4G -rrr P�y u,uz) �t.Iu+a►eca. WO �.w.ta lik k �. N 4 +1 T ic � a io AAAf1@Ci►1 msv Copy of Wednesday, October 06, 2004. max �L r e N e 4ilt4 P to APPLICATION FOR REVIEW . Complete all pages- �� Sat* & Buildings Division ( ) Check if Catfumation is Desired: ( ) faxed, () mailed Bureau of Integrated Services Several counties have been dekoated certain authority to review plans in lieu of Commerce. For a current list of time counties and their delegation check our website at http: f/www.eommerce.stata.wi.uslSs1SB- PowtsProgram.htmL NOTE: Personal information you provide may be used for secondary Confirmation of a to a reviewer. purposes EPrn+acy Law s- 15.04(1)(m), Stets -j Tnmsactivn fD: 1. Private Sewaue Submittal 2. Type of Submittal: System Type ( X) New Previous Related Trans. ID: ( ) Sail Saturation Detenninafion Report ( )Revision Estimated Completion Date: ( ) Interpret" ( ) Replacement: Assigned Revk vmr: Dekirrnination { ) Additi (Xj POWTS System { ) Petitim (attach form SBD -g90) A Office ( ) At Grade { ) Experir w it, approva�i3 ( ) Holding Tank Circle your choice of offices below: ( ) Nonpressuriaed in- ( ) Comex dual (Include each Ground component rrtanuat name, # and 1. Next available appointment in any office, 2. drsen Bay, 3. Hayward, { ) Pressurized In date on title page of plan) 4. LaCrosse, ti. Madison, 6. Shawano, 7. Waukesha Ground ( ) Individual Site Design ( X) Mound ( } Aerobic Treatment tint 3. Project Information - Fit in aN known information- ( } Sand Fitter Proiect/Site Name PAUL MADSEN —s"Kile l� lating recircu Location, Number 3 Street of project (it unknown, intlicated nearest road) 208 N. ILWACO ROAD ( hijeted yy � Legal Desrliptim. GOVT. LOT 2; SW1 /4 NW1 /4 S36 T28N R20W ( } Drip Line co ST. CROIX city AX i Town of TROY ( ) Other: Bttijding Type {check one): 4. After plans we reviewed, please: (check all that apply) ( ) Dwelling, t or 2 tanily Call customer 1, 2, (circle number)' '°Refers to customer number from below ( ) PubfidCommerciai Requesting; party wit pick up Buiimng { ) State Building X Mail plans to customer 1, 2: :T-, cte numDet)' -owned QW11cins Per Day & Complete the following designar/orw+erlraquesting information. Moe the cheek boxes when designer, owner or requesting party is the same to avoid re in information. Desig Information Customer 1) Mail To Party if dillwerrt than designer (Customer 3 First Name Last Name Uraorner Number First Name Last Name customer Humber TODD FEATHERSTONE 242514 Company Name Comptrrry Name FEATHERSTONE EXCAVATING, INC. Address Address P.O. BOX 467 City State Zip+4 (9digis) City State ZiP4-4 ( ) HUDSON, WI 54016 Phone Number (area code) Fax or Internet cell phone Phone Number (area coda) Fax or Mternal 715- 381 -1704 715- 386 -6885 612 -366 -4100 Check others if applicable Check ottreers if applicable Owr— ( Owner Ow int ( Customer 2) Ot Pl eases (Customer 4) First Name Last Name Customer Number First Name Last Nam m e Custoer Number PAUL MADSEN Company Name Company Name Address Address 262 BEDRORD ST. S-E. City State Zip+4 Mdigft) City State Zip+4 (9digits) MINNEAPOLISK MN 55413 Phone Number (area code) Fax or Internet Phone Number (area code) Fax or Internal 612- 706 -9250 EXT.13 CELL 612- 819 -1170 Check otters 4 applicable (Mal To) Check others of applicable ( ) Other ( ) Other MAKE CHECKS PAYA TO DEPT OF COMMERCE TOTAL AM041011T DUE $ 175.00 Attach check here Review Code 76M 6. Plan )Review Fees for Private Onsite Wastewater Treatment Systems Type of Project (CIRCLE THE APPROPRIATE FEE BELOW) FEE 1. All treatment components are previously approved under s. Comm 84.10 (2) or (3): Design wastewater flow of the proposed system: 1,000 c .jpd or less ....... 1 . 001 - 2,000 gpd .. . . ...... ....... .......... .................... ....... ......... ................... $225.00 2,001 - 5,000 gpd ............. .. .... $275.00 greater than 5,000 gpd ....................... ................... ............ ......................... �.M plus $0.05 ?or eaM gallon over 50013 gpd 2. One or more treatment components are not previously approved under s. Comm 84.10 (2) or (3): (Individual site desoVdeviation from component manuals and use of components wit product approval): Design wastewater flow of the proposed system: 1,000 gpd or less . ............. ............................................................. .�. =$3M� 1 ,001 - 2,000 gpd ... .................. ....................................... ............. $400.00 ZOGI 5,000 gpd ............................................................................ __ ........ 3500.00 greater than 5,000 gpd. .......... ............ ............. ............. ......... plus $0.06 for each gailon over 5000 gpd HOLDM TANKS ONLY 3. Holding tanks previously approved under s. Comm 84.10 (2) (3 Design wastewater flow of the proposed system: 5 ,000 gpd or less ............................... __ ............. ..................... ................ $60.00 5,001 - 10,!)00 gpd ................. .............. .......... ............. ...... _-.4100.00 greater than 10,000 go ........ ..................... .......... $1WM 4 Holding tanks NOT previously approved wxW s- Comm 84-10 (2) or (3) and site constructed tanks Design wastewater flow of the proposed system: 5,000 gpd or kiss .... . ... ... .. 5,001 - 10,000 gpd L ............................................. -- --- - ...................... $20000 greater than 10,000 gpd ............. _._ ........ . ....... ....... .. ... ......... $300.00 Experimental system (additional one time fee) ......................... ___ ......... ... ... $300.00 R eyMons to Approved Plan ........................ ........................... ................. ... ... $150,00 Petition for Variance (Include form SOMM) ................. ............................... "S225.00 Revision to a previously approved Petition for Variance, . ......... ............... $7500 SON Saturation Detemdriation R!= - Per Site (~ than a proposed Vbdvwm J___ .... .....5100.00 Interpretive Determination Report .............................................................. .................. V Moo Subtotal .......... ........................ $300.00 Priority Review-, Enter same amount as subtotal. .... ................. ...... Prior approval from a section chief is required for a priority review. it approval is granted, the priority will be reviewed within 5 days Of receipt. Enter TOTAL (rounded to the nearest dollar) here $ 300.00 and on bottom of FRONT PAGE Note: Fees are pursuant to Ch. Comm 2 and are subject to change annually please contact any of the offices listed below for the most recent copy of this form. Comm 2 provides for a partial fee refund if a plan action has not been taken within the 15 days oivecoipt of all required 7. Appointment, Sche Infoirmatm, and Plan Subrniftl Chemists. POWTS adw*ftg is riat mailable. Piam Wit be assigned to a rwwhw after receipt of plans. If you wish to receive confirmation of the assigned reviewer and estimated completiori date please ctieck Vw box In the upper right comer of the front page. Also note in the same location ttiat you can designate a specific office for review. if you select a specific office your estimated completion date may be considerably greater than vM9 would be possible in anottier office. Submittals received *#Mout a sWft office indicated on the form may be assigned to offion other than the receiving office depending on reviewer availability. To obtain a submittal checklist call the material order unit 4 608-266-1818 or one of the full service offices listed below- You may enud to dmical code questions to powlstect0coffirnerce.staile-wi.us; MaUISM SMOD Hayward SABO Lacrosse SAND_ brIhinva"o S&M Green Bay "so Mukema U18101 201 W Washington Ave 10541 N Ranch Rd 4003 N Kinney 1340 E Green Bay 2331 San Luis. Place 401 Pilot Court 53703 Hayward W1544843 Coulee Rd Shawano WI 54166 Green Bay, WI 54304 Waukesha WI 53188 PO Box 7162 715-634-4870 LaCrosse W154601 715-524-3625 920-492-5601 262-548-8= Madmon Wl 63707 7162 Few 796 634 6160 1831 Fwr 71 & 624-3M FAX- 0200 -402. -5604 Fox: .2.52 548 -861 4 COB-20155-3151 Email: 608-785-9334 Email. Email: MmSchedule@ Email. PlanSchedule@ Fax: 608- 267 -9566 PlanSchedule@ Fatc. 608-785QM PkanSchedule@ commerce.state.wi.us TDD 608-2648777 commerce.stale.wi.us Email: corrtrneme'statew.us Email', PlanSctvedule@ PlanScheduk* commerce stale-wi-us oommerce-stv"'wims r POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 1 of 2 - FILE INFORMATION SYSTEM SPECIFICATIONS Owner PAUL MADSEN Septic Tank Capacity 10 00 a l ❑ NA Permit # Septic Tank Manufacturer WIESEg ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer 7AgFL ❑ NA Number of Bedrooms 2 ❑ NA Effluent Filter Model A ❑ NA l 00 Number of Public Facility Units ❑ NA Pump Tank Capacity a l ❑ NA Estimated flow (average) 300 g al/day Pump Tank Manufacturer ❑ NA WIESER Design flow (peak), (Estimated x 1.5) gal/day Pump Manufacturer ZOELLER ❑ NA Soil Application Rate .6 al /da /ft2 Pump Model ❑ NA Stan4*4 Influent /Effluent Quality Monthly average* Pretreatment Unit J"A Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD <_30 mg /L ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ NA ❑ At -Grade ff Mound Fecal Coliform (geometric mean) 610 cfu /100m1 ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: �A Other: J"IA Other: $'1; NA "Values typical for domestic wastewater and septic tank efflusm Other- A�I`NA MAINTENANCE SCHEDULE Service Event Service Frequency El (Maximum 3 years) ❑ NA Inspect condition of tank(s) At least once every: -3 4 year(s) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y3) of tank volume ❑ NA Inspect dispersal cellls) At least once every: ❑ Yeast j(s) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: ❑ ea�(s)(s) ❑ NA 0 month(s) ❑ NA Inspect pump, pump controls & alarm At least once every: ❑ year(s) ❑ month(s) ❑ NA Flush laterals and pressure test At least once every: ❑ year(s) Other: At least once every: p year(s) (s) I�NA Other: g9LN A 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 (Y 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) I Page 2 of 2 .START UP-AND OPERATION For now corkstruction, 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 ceff(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 cellls) 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 evaluation 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 infiltrative 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 Name FEATHERST Phone �� _ _701— Phone 715 381 - 1704 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name PINKY'S Phon e Name ST. CROIX COUNTY Phone 651 -436 -5788 715-386- 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. I - ST. CROIX COUNTY w..,, WISCONSIN ZONING DEPARTMENT �— ST. CROIX COUNTY GOVERNMENT CENTER NOR.O' 1101 Carmichael Road ,,',, - j _•s ------ Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 2�f Novembe?14 2004 Mr. Paul Madsen 262 Bedford Street, SE Minneapolis, MN 55413 Subject site: Parcel #040 - 1170 -60 -000, Troy Township (36.28.20.647E) RE: Revised Application for POWTS sanitary permit #453357 Dear Mr. Madsen: This letter, in compliance with Wis.§ Chapter 145.20(2)(c), provides written notification that the St. Croix County Zoning Department has disapproved the revised sanitary permit application submitted for review on November 12, 2004. The proposed mound septic system is on 28% slopes facing the St. Croix River and is <100 feet from the westerly lot line. The plan received an Individual Site Design approval from the Dept. of Commerce on November 03, 2004. However, the property is located within the Lower St. Croix National Scenic Riverway and as such must comply with requirements contained in the St. Croix Riverway Zoning Ordinance 17.36 and with Dept. of Natural Resources Chapter NR 118 prior to issuance of a sanitary permit for installation of a Private On -site Wastewater Treatment System ( POWTS). A mound septic system is considered a structure (an appurtenance to a building) and is subject to the ordinary high water mark (OHWM) setback of 200 feet and may not be located on >12% slopes, per St. Croix Zoning Code 17.36(5)(d). Construction of a mound involves cutting trees, removing vegetation, as well as grading and filling activities. Zoning Code 17.36(5)(k)(1) prohibits removal of trees and shrubs on lands within 200' of the OHWM and 40' landward of the bluff line. A sanitary permit #453357 was issued on July I' for a mound system, even though the site did not meet the <12% slope restriction or 100 foot bluffline setback in Zoning Code 17.36(5)c. However, the permitted mound site is outside the OHWM setbacks for both county and state regulations and is accessible from an existing road/driveway at the top of the bluffline. You may apply for variances from the county zoning regulations per Zoning Code 17.36(6) and apply for a conditional use permit from the state per NR 118.09(2). You must also provide documentation that no DNR scenic easement exists that might prohibit the activities proposed on this lot. In reviewing the permit file, I found that the original Erosion & Sediment Control Plan acknowledgement form still needs owner signature, which must then be returned to our office. Please submit this form prior to any construction activity for installation of a POWTS. The sanitary permit will be valid until July 1, 2006. Page Two — Paul Madsen Wis.§ Chapter 145.20(2)(c) also requires that you be notified of the right to appeal the disapproval according to the procedures contained in Wis.§ Chapter 68. If you have additional questions, please do not hesitate to contact me at the Zoning office. Sincerely, Pamela uinn Zoning Specialist Cc: Eunice Post, DNR Water Regulations Robert Bezek, St. Croix County Code Administrator Todd Featherstone, master plumber /applicant Lorby Jansky, Regional Wastewater Specialist ✓ file i i ZONING CODE 17.35(3)(1) (1) Boathouses, provided they are set back 20' from the water's edge, and are of a height and color so as not to de- tract from the naturnl beauty of the shoreline and shall not be used for habitation. Q� 17.36 S , CROIX RIVER VALLEY DISTRICT (1) STATUTORY AU ORIZAT N, STATEMENT OF PURPOSE AND TIT ( n ) Purpose x< The p ose of this section le-to: P U' 1. Reduc the adverse effects of poorly planned shore- land and bluff area development. 2. Prevent pollution and contamination of surface and groundwaters and soil erosion. 3. Provide sufficient space on lots for sanitary fa- cilit "lea. <. Minimize floortdamage. 5. Maintain property values. 6. Preserve and maintain the exceptional scenic and natural characteristics of the water and related land of the Lower St. Croix River Valley In a manner consistent with the National Wild and Scenic River Act, Federal Lower St. Croix River Act and the Wisconsin Lower St. Croix River Act. (b) Title St. Croix Riverway Zoning Ordinance for St. Croix County, Wisconsin. (2) GENERAL PROVISIONS. (a) Jurisdiction This sec- tion shall apply within the boundaries of the TVWer St. Croix senic riverway including all unincorporated •Xiinda'of St. Croix County as established and delineated In the master Plan for the lower St. Croix National Scenic Riverway. Sub. (10)'contains a full legal description. The same boundaries are shown on the maps Identified as the St. Croix River Valley District Map which is on file in the office of the County Zoning Administrator. The legal description and maps referred to above are made a part of this section. (b) Compliance No development of land or water shall hereafter be implemented and no use, structure or part thereof shall be located, erected, moved, reconstructed, extended, enlarged, converted or etruetdral* altered with- out. full comp lance wit prow - one o t e� other applicable local, State and federal regulations. all -5G- ST. CROIX COUNTY 10/01/66 ZONING CODE 17.36(2)(c) (c) Abrogation and Greater Restrictlons I. This sec- tion cuperei0es all provisions of any County zoning ordi- nance enacted under § 559.97 or 30.27, Wis. State.. which relate to the Lower St. Croix River District. except that where another zoning ordinance is more restrictive than the provisions contained in this section, that ordinance shall continue in full force and effect to the extent of the greater restrictions, but not otherwise. 2. This section Is not intended to repeal, abrogate or Impair any existing deed restrictions, covenants or ease- ments. However. where this section imposes greater restr1c- t1ons, the provisions of this section shall prevail. (d) Severability Should any portion of this section be declared invalid or unconstitutional for any reason, by a court of competent jtlrisdiction, the remainder of this sec - tion shall not be affected. (3) DEFINITIONS. Generally For the purpose of admin- Istering and enforcing this section, the terms or words used herein shall be interpreted as follows: words used in the present tense include the future; words in the singular num- ber include the plural number; words in the plural number Include the singular number. The word "shall" is mandatory, not permissive. All distances unless otherwise specified shall be measured horizontally. The following terms used in this section shall have the meanings indicated. ACCESSORY BUILDING. A building on the same premises and subordinate to the principal use customarily incidental thereto. AGRICULTURE.- General. farming, including dairying, live - stock, and poultry nurseries, greenhouses and other similar enterprises. BLUFF FACE. That area riverward from the* bluff line where slope toward the river equals 12% or more with the horizontal interval of measurement not exceeding 50 BLUFF LINE. A line along the top of a slope, connecting the points at which the slope, proceeding away from the river or adjoining watershed channel and which is not visually inconspicuous, becomes less than 12%. The lo- cation of the bluff line shall be certified by a regis- tered land surveyor, soil scientist or n landscape architect. -57- ST. CROIX COUNTY 10/01/86 ZONING CODE 17.36(3) BUILDING LINE. A line measured across the width of the lot at that point where the main structure is placed in accordance with setback provisions. DEPARTMENT. The Wisconsin Department of Natural Re- sources. DEVELOPMENT. Any man -made change to improved or unim- proved real estate, including, but not limited to, the construction of buildings, structures or accessory structures; the construction of additions or substantial alterations to buildings, structures, or accessory structures; the placement of buildings or structures; ditching, lagooning, dredging, tilling, grading, paving, excavation or drilling operations; and the deposition or extraction of earthen materials. DOCK. A temporary structure extending into the water to facilitate the launching or mooring of watercraft or for fishing during the open water season. DWELLING UNIT. A building or portion thereof with rooms arranged., designed or intended for one family. INCORPORATED AREA.. An area that was within the corporate limits of St. Croix Falls, Osceola, North Hudson, Hudson or Prescott on January 1, 1976. LAND DIVISION. Any division of a lot, parcel or tract by the owner thereof or his agent, for the purpose of transfer Hof . ownership or building developmerrtA %which cre- ates one or more parcels or building sites %f 20 acres or less. LANDSCAPE ARCHITECT. A person who has graduated with a major in landscape architecture from a college accredit- ed by the American Society of Landscape Architects. LIFT. A mechanical device either temporary or permanent containing a mobile open top car Including hand or guard rails and sides of adequate height to contain small loose articles, a track upon which the open top car moves and a mechanical device to provide power to the open top car. LOCAL ORDINANCE. Any county, town or municipal ordinance, portion of ordinance or amendments thereto, adopted by a locnl unit of government, with authority -III- (". ZONING CODE 17.36(3) from State enabling legiolation, which regulates the use of land within the lower St. Croix River district. LOT. A parcel, piece or portion of land defined by metes and bounds, certified survey, recorded land oubdl- vision 'plat or other means and separated from other loto, parcels or similar units by such description. NET PROJECT AREA. Lands intended for building develop- ment within Identified project boundaries lying within the lower St. Croix River district less: (a) Land slopes in excess of 12% toward the river. (b) Area of stream floodways. (c) Area of road right -of -way. (d) Major drainage ways. NONCONFORMING USE. An existing lawful use of a struc- ture, building or accessory use which is not In conform- Sty with these provisions for the area of the Lower St. Croix River district which it occupies. ORDINARY HIGH WATERMARK. The point on the bank or shore up to which the presence and action of water is so continuous as to leave a distinct mark either by erosion, destruction of terrestial vegetation or other easily recognized characteristics. SELECTIVE CUTTING. The removal of single trees or shrubs. SETBACK. The minimum horizontal distance between a structure and.. (a) The ordinary high watermark. (b) The bluff line. (c) Lot lines. SEWAGE DISPOSAL SYSTEM. Any system for the collection, treatment and disposal of sewage including, but not limited to, septic tanks, soil absorption systems, holding tanks and drainfields. -59- ST. CROIX COUNTY 10/01/86 N � ZONING CODE 17.36(4) or SCIENTIST. A person who has graduated with a ma SOIL p j in soil science from a t year college program. STAIRWAYS. A aeries of steps which may be constructed of wood, metal, stone or any combination of those materials for the purpose of allowing persons upward and downward mobility in bluff areas STRUCTURE Any wall, building or appurtenance thereto ut not including stairways and lifts. SUBSTANDARD LOT. A lot created and recorded prior to the effective date of this -section which does not meet the dimensional requirements of this section. TRANSMISSION SERVICES. Electric power, telephone and telegraph lines, cables or conduits, or pipelines that are used to transport large blocks of power, oil or gas, convey information or -transport materials between 2 points. In the case of electrical power, this will gen- erally apply to transmlesior, lines operating at 69,000 volts or more. For main pipeline crossings of gas, li- quids or solids in suspension, this means those used to transport such materials between 2 points. UNINCORPORATED AREA. An area that is not an incorpor- ated area as defined above. VISUALLY INCONSPICUOUS. Difficult to see or not readily noticeable in summer months as viewed from the river. WETLANDS. An area where water is at, .near of above the land surface long enough' to be capable of supporting aquatic or hydrophytic vegetation and which has soils Indicative of wet conditions. (4) PERMITTED USES IN THE LOWER ST. CROIX RIVERWAY DIS- TRICT. (a) Single family detached dwellings. (b) Nonstructural open space p p uses associated with main - taining the value of certain lands for natural areas. scenic, recreation, wildlife management, water and soil conservation and other such purposes. I (c) Agriculture (nonstructural), including silviculture In compliance with SNR 118.06(11), Wis. Adm. Code. -60- ST. CROIX COUNTY 10 101/86 i ZONING CODE 17.3G(4)(d) (d) Itighway anal local park waycides, rest areas and scenic overlooks. (e) Governmental structures uoed as information centers or for resource management to improve the fish and wildlife habitat. (f) Signs as approved by State or local governments which are necessary for public health and safety. signs in- dicating areas that are available or not available for pub - lic use.; and signs that are otherwise lawful, provided they are not visible from the river. (g) Docks • and piers • that have a perm!. t from the Army Corps of Engineers. (h) Those uses khieh were permitted by existing zoning regulations on January 1, 1976. (5) PERFORMANCE STANDARDS. No structure, land, or wa- ter shall hereafter be used except in compliance with the general provisions of this chapter and with the following performance standards: (a) Prohibited Uses. Within the Lower St. Croix River District, all uses not listed as eondition;illy permitted or permitted uses shall be prohibited. (b) Density Standards for Unincorporat Areas 1. De- tached single family dwellings. No more than one dwelling per unit per acre of net project area may be allowed. There may be no more than one principal structure on each parcel. 2. Planned unit development. The number of proposed family dwellings permitted may not exceed by more than 56% the number of units allowed if the proposal. is based on sin- gle family dwelling units. 3. In newly created lots for detached, single family dwellings where municipal newer and water are not available, there shall be no more than one dwelling unit per acre of net project area. (c) Setbacks f-or Structures, Parking Facilities Pri vate Roads Public Str� eets and Tranemisslon Services. The following minimum setbacks from the ordinary high watermark -GI- ST. CROI.X COUNTY 10/01/86 and bluffline shall apply to all structures and private roads and parking areas, except those specified as exceptions herein: 1. For unincorporated areas, not less 200' from the ordinary high watermark and not less than 100' from the bluff line. 2. The Board of Adjustment for counties may grant a variance to the setback requirements in par. 1. above, for preexisting parcels only where the applicant has proven that a hardship exists. However, no variance shall be granted for a setback which results in a change in natural appearance of the shoreline, slope or bluff line as viewed from the river. It is the responsibility of the applicant to justify the need for such a reduced setback and display how the proposed structure will be visually inconspicuous from the river. The setback line shall be delineated on the application and staked out by the applicant. The local enforcement official shall certify the accuracy of setback lines prior to construction. 3. Justification for a reduced setback shall be based on limitations imposed by the physical characteristics of the property, not on the economic or other conditions of the applicant. 1 -7 . 3( 9 (V) (d) Placement of Structures Structures may not be located on slopes of greater than 12% facing the lower St. Croix River. Alterations of such slopes to overcome this limitation are not permitted. (This section emended on 6/16/58) (e) Heigh The height of any structure shall not exceed 35 feet. Height is determined by measuring from the lowest floor with exterior access or the lowest exposed foundation point (whichever is lower) to the highest point of the roof. (f) Lot Width 1. Unincorporated Areas Parcels or created for single family dwellings shall be no less than 200' in width at the building line. 2. Incorporated Areas. Lot width standards in effect on January 1, 1976 shall apply. (g) Lot Line Setback For unincorporated areas: All structures or portions of structures shall be located at least 25' from all property lines. i 62 ST. CROIX COUNTY 10/01/86 � I ZONING CODE 17.36(6)(h) h) Docks and Piers. Doekc and piers soeociated with riparian residential developments shall be allowed only dur- ing the open water season, shall only extend into the water the minimum distance necessary to allow the launching and mooring of watercraft, shall be parallel with the shoreline whenever possible, and shall not exceed the resource 11m1ta- tions of the site or extend beyond the slow speed shore zone. 'No covered slips or framed canopies way be construc- ted. Docks and piers shall be colored in earth tones. Lighting of dock or pier areas is permitted only if required by federal, State or local laws or for lighting municipal facilities in Incorporated areas only for health and safety reasons. (1) L1 -fts Lifts may be permitted provided the follow- Ing standards are met: 1. The primary function of a lift shall be for the transportation of persons up and down the bluff face. . 2. No lift shall be designed or utilized for the transport of boats or machinery up or down the bluff face. 3. All visible parts of lifts shall be painted or fin- ished in natural or earth tones and be visually inconspicu- ous. d. Lifts shall be located in the least visually conspicuous portion of any lot. 6. No construction i n shall begin gi on any lift until the applicant has provided local code enforcement officials with a plan showing all necessary construction data Including lo- cation of the lift, design, size, color, dimensions, and other pertinent information. The plan shall contain a cer- t1fication by a - registered - professional engineer or archi- tect that the lift components are securely anchored to prevent them ffom shifting and from causing accelerated ero- eion. i 6. The %car of any lift shall not exceed f x 6 feet. Care may have hand rails but no canopies or roots shall be allowed. Location of the transporting device or power source shall be visually inconspicuous. ()) Stairways Stairways may be permitted provided the following standards are met: 1. No stairway shall exceed 3' in width. -63- ST. CROIX COUNTY 10/01/86 ZONING CODE 17.36(6)(J)2. 2. Landings may be permitted at a minimum vertical in- terval of 20' and shall not exceed 40 sq. ft. in area. 3. Stairways shall be painted or stained in earth or natural tones, or may be left unfinished If constructed of wood materials, and shall be visually inconspicuous. 4. Railings or hand raffle are permitted in conjunction with stairs and shall be painted or stained the same color as the stairways. S. Canopies or roofs# are not permitted on stairways or landings. 6. Stairways shall be located in the most visually in- conspicuous portion of any lot. Native vegetative plantings shall be used to screen the stairway from the river. T. Stairways shall be anchored and supported with pi- lings or footings. B. No construction shall begin until the applicant has submitted a plan for the stairway to the local enforcement official showing all necessary construction data including location, design, dimensions, color, construct -ion materials - and other pertinent information. The plan shall contain a certification by a registered professional engineer or-arch- itect that the stairway components are securely anchored to prevent them from shifting and from causing accelerated ero- sion. (k) Vegetative Management Provisions The vegetation shall be managed to maintain the essential char cter, qual- ity and density of existing growth. Compatible nat1ve..spe- cies of vegetation shall be used for replacement or new Plantings. Vegetation shall effectively screen lifts and stairs within 5 years, otherwise the lift and stairs shall be removed. 1. On lands within 200' of the ordinary high watermark and 40 landward of the bluff line, the following standards shall apply: a. Removal of trees and shrubs is not permitted. b. The above cutting provisions may not prevent: The removal of diseased, lnoect infested, rot- ten or damaged trees that present safety hazards. -b4- ST. CROIX COUNTY 10/01/86 ZONING CODE 17.36(6)(k)2. Pruning of trees or the cutting of shrubs, un- derstory vegetation bushes, grasses or from harvesting nonwood fiber crops. The construction of structures In compliance with the standards contained in §NR 118.06(3) (b) , Wis. Adm. Code. The practice of forestry on lands enrolled un- der the woodland tax law or forest crop law (Ch. 77, Wis. State.) as prescribed In a De- partment approved forest management plan which requires that vegetation be removed In a man- , ner that protects the scenic quality of the river. Modifications to commonly accepted ellvecultural methods shall be prescribed by the Department forester where necessary to protect the aesthetic values of the area. 2. Vegetative cutting elsewhere in the lower S *. Croix River district may be conducted only where It 16 accessory to a permitted or conditionally permitted activity. (1) Gradinv and P1111nQ Provisions I. Any grading or filling of the natural topo rah In excess Q f that normally required or the construction of a -s ructure or or normal yar ma n enance s a be su ec o a applicable State laws, the provisions for conditionally permitted activities, and: a. An application for a permit shall include a de- tailed plan and schedule of the earth moving activities. In- cluding a plan which shows how vegetative cover will be reestablished, at what:density and within what time frame. b. Approval of a plan shall be conditioned upon the following: No fi111ng or grading shall be allowed on elopes grtater than 12X, except for rock riprapping for shoreline protection. Diversions, silting basins, terraces and other methods to trap sediments shall be used where necessary. Fill shall be stabilized according to accepted en- gineering standards. -65- ST. CROIX COUNTY 10/01/66 t ZONING CODE 17.36(5)(1)' r i 2. Legooning and dredging are prohibited unless auth- orized -by permit from the Department. Protection against erosion/ sedimentation and impairment of fish and aquatic lif shall be assured. 3. The drainage or filling of wetlands is prohibited. 4. Any local approval of a plan or permit shall not negate the requirements for obtaining State or federal per alts or approvals. (m) Color of Structures The exterior color of struc- tures including roofs, stairways, docks and lifts shall be natural wood and earth tones. (n) Substandard Lots Lots of record in the Register of Deeds office on January 1, 1976, or the date of enactment of an amendment to this section, which do not meet the re- quirements of SNR 118.06, Wis. Adm. Code, may be allowed as building sites provided that: 1. The lot 18 in separate ownership from abutting lands or, if lots in an existing subdivision are In common ownership, each of the lots has at least one acre of net project area. 2. The -proposed use conforme to the requirements of these rules and any underlying zoning or sanitary code re- quirements. (o) Nonconforming Uses Insofar as the standards in this section are not inconsistent with the provisions of 659.97(1), Wis. State., they shall apply to all nonnonform- ing uses. 1. The lawful use of :a building or premises existing at the time of adoption of a local ordinance based upon these regulations may be continued although such use does not conform with the provisions of this section. Such non - conformfng use may not be extended. 2. The total structural repairs or alterations in such a nonconforming building shall not during its life exceed 50% of the assessed value of the building unless permanently changed to a conforming use. 3. If such nonconforming use is discontinued for a period of 12 months, any future use of the building and premises %hall conform to this section. -66- ST. CROIX COUNTY 10/01/86 c i ZONING CODE 17.36(5)(0)t. 4. The requirements of SNR 118.06(15)(b) and (c), Nis. Adm. Code, .ohall not apply to struetureo that have been placed on the National Register of Historic Places. (p) Transmission Facilltles All new and updated trano- mission and distribution facilities shall be buried or shall share existing public or utility rights -of -way except the existing pipeline corrlder in S2, T33N, R19W, Polk County, Wisconsin. (q) Subdivision In any new subdivision with river frontage there shall be one designated location for a stair- way or lift. (r) Private Se, wage S ystem . All private sewage systems shall be constructed in accordance with the provisions of Ch. ILHR 63, Wis. Adm. Code.c � g 3 (6) COND ALLY PERMITTED OSES AND ACTI (a) General o owing uee'T` re su ec o p after Class 2 notice and public hearing: 1. Land divisions.- 2. Transmission services. 3. Filling, grading and rock riprapping for shoreline protection. <,. Stairways and lifts. 5. In incorporated areas, those uses which were con- ditionally permitted by existing zoning regulations on January 1, 1976. Municipalities may amend their condition- ally permitted use provisions to.mzake- -them more restrictive than those in effect on January• 1976. When a municipal- ity has develbped more restrictive conditionally permitted uses, that municipality may not subsequently amend its per- mitted use standards to make them less restrictive. (b) Application Materials. The applicant shall submit sufficient copies of the following information to the appro- Nrlate governing body 30 days prior to the hearing on the application for a conditionally permitted activity or vari- nnce_ The applicant seeking a permit for land divis one. transmission services or filling and grading shall 4 eu b m1t anfurmat!un required b oub ars. 1. to 6. The apca seCt:inp a perm" for a stairway or lift shall submit n or- matior, requIrod by Pubpare. 1. to Q and 1. The applicant -6)- ST. CROIX COUNTY 30/01/86 ZONING CODE 17.36(6)(b)l, 3 seeking a variance shall submit information required by sub- para. 1. through 7. Information requlred,by subpars. 1. to 6. shall be certified by' a professional engineer or land surveyor registered in Wisconsin: 1. Plat or survey showing property location, bound - arles, dimensions, elevations, bluff lines, utility and roadway corridors and the ordinary high watermark or re- gional flood elevation (if applicable). / 2. Location of existing and proposed structures.v 3. Location of existing and proposed alterations of vegetation and topography, including filling and grading. <. Adjoining land and water uses, including natural values in terms of spawning grounds and fish and game habi- tat. 5. Suitability nf area for onsite waste disposal. _S ize v a4id loca on of system shall be Indicated If a aunic pal wastewater collection and treatment system is to be util- ized, the developer must submit a• written. agreement from the municipality or sanitary district indicating that the system has the capacity to handle the development. 6. Water supply system. 7. Photos of the area of proposed permitted and condi- tional uses and activity as viewed from the lower St. Croix River. (c) Re_ vlew and Comment. No less than 20 ?days prior to the hearing, the appropriate governing body shall send a COPY of the above information to the following agencies for review and comment: I. County planning department. 2. Department of Natural Resources. 3. Regional Planning Commission. <. Town board. 6. Minnesota- wlsconsin Boundary rea y commission. i -68- ST. CROIX COUNTY 10/01/96 ZONING CODE 17.36(6)(d) (d) Hearing Record and Decision. The hearing record shall contain the comments of the regencies llated in par. (c). The decision in regard to permitting land divisiona. transmission services or filling and grading shall address all points. The decision in regard to permitting lifts or stairways shall address all polntc with the exception of par. 7. No use or activity shall be permitted unless it can feasibly comply with all requirements of sub. (5). 1. The scenic and recreational qualities of the Lower St. Croix scenic riverway. 2. The-maintenance of safe and healthful conditions. 3. The prevention and control of water pollution in- cluding sedimentation. 4. The location of the site with respect to flood- plains and floodways of rivers and streams. 5. The erosion potential of the site based upon degree and direction of slope, soil type and vegetation covers. 6. Location of site with respect to existing or future access roads. 7. The amount of liquid wastes to be generated and the a quacy of the proposed disposal systems. 8. The compatibility of the project with uses on adjacent land. 9. The use of common corridors for locating proposed facilities withiU or .adjacent to existing public service facilities such as roads, bridges and transmission services. (e) Submission of Written Decision. The appropriate governing body shall submit a copy of the written decision, Including a summary of the hearing, to the Department within 5 -working days of the date of the hearing for Department approval, modification or rejection within 20 days. No re- sponse within 20 days shall be deemed an approval. (f) Review of Appeals All appeals for conditionally permitted activities, amendments and variances shall be reviewed by the Department and comments submitted to the appropriate governing body for inclusion into the hearing record. -69- ST. CROIX COUNTY 10/01/86 ST. CROIX COUNTY WISCONSIN 11 ti-, _ �•...' ` ZONING DEPARTMENT Blow N U M■ T ST. CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 November 17, 2004 Mr. Paul Madsen 262 Bedford Street, SE Minneapolis, MN 55413 Subject site: Parcel #040 - 1170 -60 -000, Troy Township (36.28.20.647E) RE: Revised Application for POWTS sanitary permit #453357 Dear Mr. Madsen: This letter, in compliance with Wis.§ Chapter 145.20(2)(c), provides written notification that the St. Croix County Zoning Department has disapproved the revised sanitary permit application submitted for review on November 12, 2004. The proposed mound septic system is on 28% slopes facing the St. Croix River and received an Individual Site Design approval from the Dept. of Commerce on November 03, 2004. However, the property is located within the Lower St. Croix National Scenic Riverway and as such must comply with both St. Croix Riverway Zoning Ordinance 17.36 and with Dept. of Natural Resources Chapter NR 118 prior to issuance of a sanitary permit for installation of a Private On -site Wastewater Treatment System (POWTS). According o NR 118.04 this parcel is in the rural residential management zone and the proposed g 4 (), p g p p mound is located in a "slope preservation zone" [definition NR 118.03(41)]. A mound septic system is considered a structure and is subject to the ordinary high water mark setback of 100 feet and cannot be located within a slope preservation zone (St. Croix Zoning Code 17.36(5)(d) prohibits structures on >12% slopes). Construction of a mound involves cutting trees, removing vegetation, as well as grading and filling activities. NR I I8.06(6)(b) 1.a. states that "Vegetation in ordinary high water mark setback areas, slope preservation zones, and 40 feet landward of blufflines shall be left undisturbed' unless a conditional use permit is obtained under NR 118.07(5)(b). You may apply for variances from the county zoning regulations per Zoning Code 17.36(6) and apply for a conditional use permit from the state per NR 118.09(2). You must also provide documentation that no DNR scenic easement exists that might prohibit the activities proposed on this lot. A permit #453357 was issued on 711!04 for mound construction, even though the site did not meet the <12% slope restriction or bluffline setback. The mound site is, however, outside the OHWM setback and close to an existing road/driveway at the top of the bluffline. In reviewing the permit file, I found that the owner has not yet signed the original Erosion & Sediment Control Plan acknowledgement form, which must be returned to our office. Please submit this form prior to any construction activity for installation of a POWTS. The sanitary permit will be valid until July 1, 2006. r Page Two — Paul Madsen Wis.§ Chapter 145.20(2)(c) also requires that you be notified of the right to appeal the disapproval according to the procedures contained in Wis.§ Chapter 68. If you have additional questions, please do not hesitate to contact me at the Zoning office. Sincerely, Pamela Quinn Zoning Specialist Cc: Eunice Post, DNR Water Regulations Todd Featherstone, master plumber /applicant Leroy Jansky, Regional Wastewater Specialist file