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HomeMy WebLinkAbout042-1088-50-100 � - - - n � o ic - 0 tv @ C § \ ; ■ � eD CD M / © 2 / / t @ @ g o ° m io > - 90- C a m « c= f , ■ 2 & § a " 9 ° K i § / ( � $ § 2 n 7 § CO $ § _ ° E CA � 2 F c ■ CD / / § ± ¢ § \ �� § g co 2 @ J / § o CD \\\ 4 � k , , T o o I 0 CO) 2 2 K § c c \ 3 \ 7 7 -4 E £ D e / m % & E / ; A z = E w K � = CD o 0 pr CL 7 0 k , E ° \ , z CD � -4 CA ca y 0 % / z 0� � � { / G ■ T q 2 6 E CD § ® o .. ) z M _ \ � % v k§/ k {kcn \ ./2 ¥Cn = { § E E z E \ 0 �7 t $ \{ as f /\ ® � 7� § CL ■ ƒ Fn � § \ // �\ Z -.sin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix �ety and Building Division `` INSPECTION REPORT Sanitary Permit No: 430097 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: Stout, Richard I Warren Township y (2 -ofg - CST BM Elev: Insp. B Elev: BM Description: Section/T wn/Range/Map No: 31 !ELEV. 2918.491B TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS O Septic / i / 9 00 Benchma ,, Z / i Dosing �D.�� Alt. BM A � Aeration � r Bldg. Sewer J Cove 3 a";' -fa / b Holding St/Ht Inlet /. 2 y . , / 7Y TANK SETBACK INFORMATIO �Cxv ok�lx St/Ht Outlet 7 TANK TO P/L WELL BLDG. Ve t to Air Intake ROAD Dt Inlet r Septic ®' �^ ��r Dt BottoP— Dosing p �� Heade Man. 3.0 V� ['ioran Dist. Pipe lding Bot. Sy em 3. 3-7 la Z Final G de PUMP /SIPHON INFORMATION (2 Qsf /o3 - Manufacturer De and St Cover 4 IF Y,; / - / l• Model Number U J ' 87v 1 [ K I b TDH Lift I �` , Friction Loss System Head TDJ Ft Forcemain Le- o 1[5 6. 7 y Dist to ell SOIL ABSORPTION SYSTEM BEDITRENCH Width 9 7 Length No. Of Trenches PIT DIM ONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS Le SETBACK SYSTEM TO P/L BLDG WELL(h AKE /STREAM L ACHING Manufacturer: INFORMATION CHA BE R Typ O System: � �� �'/ � U Model Number: DIST N SYSTEM r` Header anifold Distribution x Hole Si e x Hole Spacing V Air take Pipe(s) 1 d Length Dia Length Dia _i_ Spacing 3 (� 7, SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only r AD mn d Depth Over Depth Over xx Depth of xx Seeded /So ded r xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Items Q �hs — 1 J Yes Yes �`o COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / d 3 Inspection #2: / �� Location: Unknown E 1/4//��1 /��4 31 T29N R18W) NA Lot 1 arcel No: 31.29.18. 91 1.) Alt BM Description= S ,r `(vve-p a 2.) Bldg sewer length = � Z / - amount of cover = > , n� Plan revision Required? Yes 1 = o �,� Use other side for additional information. SBD-6710 ( R.3/97) Date Insepctor's Signalure Cert. No. F 1, + Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 N Visconsin Madison, W1 53707 - 7162 Sanitary Perm't Number (to be filled in by Co.) De artment of Commerce (608) 266 -3151 4Q 4 �— Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal i ori7latiutt I e 1 r(A�ts' Y40 may be used for secondary purposes Pri - loci Project Address (if different then mailing address) 1119» d y 1. Application Information - Please Print AU Inform ion 200 h /0 S� , Property Owner's Na me Parcel # Lot p Block # Property Owner's M ailing Address Property Locatio a 6�j2'/D - a;q) k, s� �,Section City, State Zip Code Phone Number / 6- y0 �� (circles / T o? 7 N; R l e E V II. Type of Building (check all that apply) Q,��21w /a 9 1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name -A CSM Number +'� El Public /Commercial - Describe Use °* ! 7d 5 rYD ,M i i _ ❑ State Owned - Describe Use / ' d X p, ❑City_ ❑Village Township of 1 III. Type of Permit: (Check only one box on line A. Complete line B If applicable) w AJ 5 j>D ^9 .) A. isting System New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only Other Modification to Ex i B. ❑ Permit Renewal El Permit Revision ❑ Change of El Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV- Type of POWTS System: (Check all that apply) ❑ Non - Pressurized in- Ground ;Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Dip Line ❑ Gravel -less Pi ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application te(g t) Dispersal Area Req 'red (sf) Dispersal Area Proposed (sf) System Elevation .1 e 3f" s � / o 1% DSO I 1<5D /aa -? VI. Tank Info Capacity in otal Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units /2 a Q /I �� Concrete Constructed Glass New Existing Tanks Tanks �✓ Septic or Holding Tank Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- 1, the undersigned, assume responsibility for WpIlation of the POWTS sh own on the attached p Ians. Plumber's Na me (Print) Plumber's Si gnature I P PRS Number Business Phone Number �G�/il(,'ac7x SGlj/.y J/ ,�GL ► '�v�o?���� �lS'3� Plumber's Addre ss (Street, City, State, Zip Code) VIII. ount /De artment Use Onl pproved El Disapproved Sanitary Permit Fee (includes Groundwater Datq,Issue uing Agent igna a Stamps) Surcharge Fee)( ?2 00 t Z 3 GG 1 ❑ Owner Given Reason for Denial J ' Conditions of Apprcival/Reasontfor Disapproval i d �atr yAW .lp- r Gj4 C�%rt'� -� �rr t: Attaca co tplet plans (to th ounty only) for the system on paper not less than 81/2 11 inches in size %��xz�/s�iouv►�, �w' �¢ oJti dYYv> ®� SBD -6398 0 / > I - rl,ul ri,r�v Scale 1 " =Hp Page 3 of Ioot y�)wC . hb� �' � ylz ►35�o� =z pv� �.�r. cam'`' >v oT CoNf p fltT ' 0 o lZ ts°1v 1Z �t I ,s ti g .3 'Oo p ' D1 LOT -fl - Z�V Loo.o'_c ? S 0' �R.O 6'1 M o ? ZS u1►� `rn - F- o cl NOTES: C I. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 'Z required). 3. Septic tank to be Jo /650 gallon ca acity manufactured by U L 1600 S P /6 0 a- w s o � 4. Bench marks S $ oV �. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TD #: (608) 264 -8777 erc Visco'nsin www www.comm .wis c ons .wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary May 21, 2003 CUST ID No.220254 ATTN: POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL R,,_ • { (, d i f ,. Identification Numbers PLAN APPROVAL EXPIRES: 05/21/2005 T ansaction ID No. 867634 SITE: t,�,', ��, to ID No. 659177 Richard Stout - Lot 1 ' <L'IJ,� lease refer to both' - identification numbers, 100th Street c,;, h r ove, in all correspondence with the agency. Town of Warren /C_ St Croix County SE 1/4, SE 1/4, S31, T29N, RI 8W FOR: Description: Proposed Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 903642 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. The following conditions shall be met during construction or installation and prior to occupancy or use: Conditions of Approval: • This system is to be constructed and located in accordance with the enclosed approved plans. KeeT W( f tc G� A VV ,K w AJ 1_-' s) -rte i • Limited activities are allowed in the a ea 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. cond i ARTHUR L WEGERER Page 2 5/21/03 Owner Responsibilities: • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART code: 7633. cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 TITLE SHEET Page of 7 MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -1057 P and the Pressure Distribution Manual SBD- 10573 -P CcZ. ; l/ CR. 6199 LOCATED IN THE S(� 1/4 OF THE 1/4 OF SECTION 3 � ,T Z9 N,R L W, TOWN OF \^v S'1 0-? U Lk COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MA NAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR 3 53 P�w "N 7uke L RECEIVER w, Seto 6 MAY 14 2003 SAFETY & BLOGS QIV, PREPARED BY WEGEF=<ER SO I L . TEST I NG AND. DES I CN SEF;ZV S CE P.O. Box 74 421 N.Main St. River Falls, 141 54022 � � CON '& P hone 715- 425 -0165 " . Fax 715-425-6864 # .J AFTM!Q '•�'EGEFEd u, r ELLSWOPTI, tl� s1G,s� DIVjbk0 r OF SAFETY AND bdiLC'!"CS S — �Z -03 c c NDLN� ,L ,OtckL � �E JOB NO'. 3 -� Mound System Management Plan Page Z of Pursuant to Comm 83.54, Wis. Adm. Code Seotic Tank 3 �9 The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. 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 not be removed unless provisions are 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 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 sludge 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, Safety and Buildings Division. 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 w'nter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mgiL 6005, 150 mg /L TSS, and 30 mg /L FOG. 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 eacn, 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 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD- 10572 -P (R. 6/99)] 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 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaencv 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 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 tc 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 adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at - 1.�5 _ 38 {�_L� }��� S�—. 2 —fi zoIx The system installer at The tank manufacturer at Fjl.3 � t�� The effluent filter manufacturer at - 2 (LZ Z{� The pump manufacturer at G0 Page Of - 7 Approved S _the tic Covering ASTH C33 Distribution Pipe Medium Sand IG Topsoil o-. Elev. 1 t o 3 E f I b " (� °a Slope Distribution Cell of Force Main Flowed z" to 2- Aggregate From Pump Layer C D� •S �Fr SYSTEM F Z Ft. SYSTEM CROSS SECTION OF A MOUND F o• 8 Ft. G o -S Ft. A q Ft. F -o Ft. Linear Loading Rate = ° t GPD /IIX FT Design Loading- Rate= z)39GPD /SQ FT .5 Ft. aV_A ; )I J 8 Ft. K 1 Z Ft. L - y Ft. -Fe Asa 1�i W 3 ? Ft. •Observation Pipe E I K Aa4- --- - - - -- - - - - - -- ------ - - - - -- --- - -- o.- - -- - - - - - - -- ------- - --�-a Force Main �Distrib'ut „ Ce ll of z to 2 2 Pipe aggregate Observation. Pipe 4aac�cr secsrelyJ - PLAN DIE OF A MOUND SYSTEM Distribution Pipe Layout Page 5 of t Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long turn or 45 ° fitting to a point within s i x inches of the final grade. Terminate the ends of the laterals with a valve,:threaded ca p or .threaded plug. Provide access from final B threaded plu grade for the valve, threaded cap or g ,. T` t L . CRZsS S pv c F Lateral — Manifold �� C Lateral X x x x x2 x2 x x x x Lateral Length — Lateral Length — p Distribution Line • P �� � Rc c.� — }.s bob — —o S pvC P �C`? n> i 0-- lr- — v P Z y Ft. Hole Diameter �o Inch S 3 Ft, Lateral Inches) X Z3 Inches Manifold Z Inches Force Main " Inches of o 3 # h 1 es i e . PP Invert Elevation of .Laterals 1bZ,g Ft. 13 Xb;�11 = S.33x b = 3i, gg Gp�-j - Combination Septic: and PUMP CHAMBER CROSS SECTION ARID SPECIFICATIONS PAGE OF ' •VEUT CAP f' WEATHER PROOF JUJJCTIOIJ BOX . ti C.Z. VENT PIPC APPROVED LOCKIU6 1 ' FROM DOOR, MAJJHOLE COYER iul�t tr P tPE� -hUDOW OR FRESH wA(ttJ1uG LA6EL. w /r�ttzTlsttT'zrtf ALP, IVTAKE cor,twtr Ft N ISI-© I, C� 4 t ( 4' AW. G Z-* z IMLET +•` PROVIDE ••'� AIRTIGHT SEAL I I : I � lifFl� I I Approved/ ZPZa� u� A I ICI Approved joint ra/ (} _ 1�pp I I I joint w/ PVC pip I II ALARM PVC pipe a �I it ( I i OIJ I I �b,qZ I CLOY. FL PUMP - -J OFF D COUCRETE LtQV • 8 & - 00 d BLOCK RISER EXIT PERMITTED OWLy IF TAWK MAUUFACTURER HAS SUCH APPROVAL 3 "AFPRd.FC ' �BEDt� t tv 4 SEPTIC F SPECIFICA 1CUS DOSE TA ki.K J MA►JUFACTUiLCR: WMBER OF DOSES: ., TANK SIZC : 10OuAS'3- I�'ll2 PER DA., GALLOAJS DOSE VOLUME z ALARM PSAUUFACTURCR: t-L17E�JS IUCLUOIAI(, BA CKFLOW: — `, q GALLON; MODEL WUMBER: CAPACITIES: A l GALLOIJ S INCHES OR 3 � SWITCH TyPf: � 8 = _ Z• I1,ICHES'OR �� 4LLOU$ PUMP MANUFACTURER: � S C = IuCtIES OR CALLOUS MODEL IJUMBER: w L�S N � D= ` INCHES OR � � � CALLOUS SWITCH TYPE: — � CU IJOTE: PUMP AUD kXPL TO 5E MIUIMUM DISCKARGE RAT 3 -q`d GPM INSTALLED Ou �IAR CIRCUITS VERTICAL DIFFERENCE DETWCEIJ PUMP OFF AUO..DISTRIBUTIOU PIPE.. `S gFEET + MIWIMUM NETWORK SUPPLY PRESSURE . ; �• �FE. ET f' ` S FEET OF FORCE MAIM X ?• �� F � 0 fEFRICTIOU FACTOR.. Z � � F � EET Z I TOTAL D!JUAMIC HEAD S- 3 y - --.— FEET As per manufacturer �`�.O gal/in. Liquid depth s ` . ' w w i aG�IC� Submersible Effluent Pump Eflka pi 3885 APPLICATIONS • Overload protection must smooth operation. Silicon can be operated continuously Specifically designed for the be provided in starter unit. bronze impeller available as without damage. following uses: • Shaft: threaded, 400 series an option. ■ Bearings: Upper and • Homes stainless steel. ■ Casing: Cast iron volute lower heavy duty ball bearing • Farms • Bearings: ball bearings type for maximum efficiency. construction. • Trailer courts upper and lower. 2" NPT discharge adaptable ■ Power Cable: Severe duty • Power cord: 20 foot • Motels for slide rail systems. rated, oil and water resistant. standard length (optional • Schools lengths available). ■ Mechanical Seal: SILICON Epoxy seal on motor end • Hospitals Single phase: CARBIDE VS. SILICON provides secondary moisture • Industry •, , CARBIDE sealing faces. barrier in case of outer jacket • Effluents stems /3 and /2 HP —16/3 SJTO Y Stainless steel metal parts, damage and to prevent oil with 115 V or 230 V three BUNA -N elastomers. wicking prong plug. SPECIFICATIONS • 3 /4 -1' /z HP —14/3 STO with ■ Shaft: Corrosion - resistant ■ 0 -ring: Assures positive Pump bare leads. stainless steel. Threaded sealing against contaminants .• Solids handling capabilities: Three phase: design. Locknut on three and oil leakage. ` 3 /4 " maximum. • 1 /2-1'/2 HP —14/4 STO phase models to guard — • Discharge size: 2" NPT. with bare leads. On CSA against component damage AGENCY LISTINGS • Capacities: up to 128 GPM. listed models — 20 foot on accidental reverse rotation. • Total heads: up to 123 feet length SJTW and STW ■ Motor: Fully submerged in SA Canadian Standards Association TDH. are standard. high -grade turbine oil for • Mechanical seal: silicon lubrication and efficient heat UL Underwriters Laboratories carbide -rotary seat/silicon FEATURES transfer. carbide - stationary seat, 300 m Impeller: Cast iron, semi- ■ Designed for Continuous series stainless steel metal Operation: Pump ratings open, non -clog with pump- p s are g parts, BUNA -N elastomers. out vanes for mechanical seal within the motor manufacturer's • Temperature: recommended working limits, 104 (40 °C) continuous Protection. Balanced for 140 °F (60 °C) intermittent. METERS FEET • Fasteners: 300 series 90 stainless steel. SERIES: 3885 • Capable of running dry 25 80 SIZE: r: SOLIDS E15H W I RPM: VARIOUS without damage to t - -1—= j — -- — --0 5GPM components. 70' ,N , 5Fr ' I Motor W 20 so -- —� 1 i 1 I Single phase: _ I I E07H f • v f /s H P, 115 V 200 V 230 V , 50 — 1 .1 a 5 { i 60 Hz, 1750 RPM, /2 HP, Z - - 115 V, 60 Hz, 3500 RPM; c' 40 w E05H %2 HP —1'/2 HP, 230 V, a 60 Hz, 3500 RPM. ° 1 ° 30 14 ' • Built -in overload with I — automatic reset. • Class B insulation. 5 I ! l .'Ihree'phase: 10 i HP — 1' / - HP 200/230/ o ° 460 V, 60 Hz 3500 RPM. 0 10 20 30 40 50 80 70 80 90 100 110 120 130GPM • Class B insulation. I io I 30 M31 CAPACITY 1995 Gculds Pumos. Inc. E9ec!r%e klav 1005 PLOT PLAN Scale 1 " =yp Pa ge of - 7 F.Ar. ��� �� �� �o +v oT co►•� PRQ-T – ` – I - O►z its vt>_p ! O i � ` N - 2 LbT Z �" .—� – : �`L�V • hoo. O': CVJ 2; `` : -1 TZoN: 1�: CFF - -_ _ t3�"7 2 - C'Z�V Rg , t�' k- 1>VC PST - -- W 1 Vh ? ?e, F1UH It _. o U NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. 3. Septic tank to be lo /65 gallon capacity manufac,turedrbpuired) . w1� L CtJU G .. rkj LP 16. A M 2) w / R t S ou ' ZPt� - 1✓i �'T� , 4. Bench marks S;E3� j)g pV 5. Divert surface water around system to prevent ponding at the uphill side. PAGE3 OF 3 NAME: s4U-� LOT# LEGAL DESCRIPTION:_1 /4_1 /4,S_T E(or SCALE: 1 "= y� ELEVATION: 100. d BM I DESCRIPTION: - be of L '' Teort P_ DT BM 2 ELEVATION: , /D BM 2 DESCRIPTION: 46p vG �T SYSTEM ELEVATION: SYSTEM TYPE: co I �I SIGNATURE: M EAST LINE F THE SE1 /4 OF SECl'I N NN S O ''_ 31, ASSU11c! 22 N S i r. COUNTY ' ^irks Committee o r ) i c- �� p o 2 2003 � o n days of m1 oPShellbe ,: , O m w Z O co N - _ m -I:u r1cn m co -n r 0 0 0 C 00 �r� O 0O to N cn U) to Z - =1 N 1[� DWpo O Z Im 0 o* M Z ZZQ 0 O° m ° 1 .1 :1) 31 c 0 21 C) , :- � m -< �n Z 0 O OC Z m i� XU)ZU N m =� � 00 U) ZZ 0 0 0 - ��co me 3 i,� M b OF m 0 K O uu 'r ° ° ° 2 i U) 1� �Z �mD K Zc: n C 05 _ m _ c0 O i Zm M Z C cnr M r o o O� < M i �> �• � 1 :o mo U) i m O �. �„� �� ° :1) U) v, �' O 1 � v zzm� m - CA co c0 � i� m �WZ � r3 i m m i 7-1 - 0 v M 0 i� O i O ��-�I� °o A A. ' ROADWAY SETBACK � Q ♦/� L4 ,� 1' 1 0 OD - V/ i � OD �w fn I I z - m ZDOO �O ° z ° gE s£ I co 1 � CO 1. O m --t 00 � Z m �yD I 1 Z cf) �< m o cn G)� OD � A � _ 66' A 7] O N O w O RIGHT -OF -WAY 0 0 , n n —1 2N)U) ° N =w° -a go 0 Z ➢a� "�"� 0 Z c: °w7C M co f mm - m J o C Z to D !Z X�0 0 O cn M Ww o MU) �r- m Z� C zDO �rn o° °�c � � �M°� In �c� � c^ ° rn cn to ( p �v "( c-" M _ ...� � � ....................... 0MMM 0M _ 1 .J rn .. D -n M 1 Z - 1 p� I. 11 N w EAST LINE OF w Q] y� o t m NI THESEI /4 1 n •• O ' �� �� 0 . c�j i 82.31' � i 1 219.00' 117 n c� p I I S00 °10'22 -W U w co N w 0) 87.69' �� i 301 .31' 213.55' w rn 2289.85' cn co °' S00 °10'22 301.24' W 100th St. = ca 1\ - -- --- - - - - -- M MGrlpolQ�CD dQ[�D� --i ----------- -- --- V) S00' 10'22 "W 2591.09' Vol. 17 Page 4540 a � ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT N N w r ■ rnrr. ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 „•w''. Phone: (715)386 -4680 Fax (715)386 -4686 M emo to 'e From: Jon Sonnentag Date: 5/7/2003 Re: Soil on -site (SE 1 /4 SE' /. Sec 31 Town of Warren — Richard Stout) On April 23, 2003 a soil on -site was completed due to a report of marginal soils. Adam Schumaker, Pam Quinn, and Leroy Jansky were present. Adam Schumaker completed the original soil reports on March 6, 2003 This on -site was required as part of the review for a proposed subdivision. . It was determined that the proposed sites were questionable. Therefore, additional soil tests would be completed. On May 6, 2003 Adam Schumaker completed additional soil reports These reports are acceptable and will effectively eliminate the soil reports completed on March 6, 2003. A " • v * SOIL EVALUATION REPORT Page / of _ W w Department of Commerce Division of Safety and Buemgs in accordance with Comm 85, Wis. Adm. Code County Attach complete site Plan on paper not fees than 81/2 x 11 inches M must F ount i D. I include, but not united to. vertical and horizontal reference Point (BM), rest road. percent slope, scale or dimensions, north arrow, and location and dunce to nee Daft Please print aN hfformatlon Personer information you Provide may be for Law. 15-04 0)(m)). / =4 Locallon properlyOwn ®r , Lot Sr,- 114 114 S 31 T Z 9 N R E (or) W # Biotic # StArd. Name or CSW Property Owner's Meting Address / -3 w AJ, < COUNTY ( T Nearest Road n� City Side Zip Pho-�r�pFFICE City ❑�llo9e own /DUB �cQ Wl 5 y o /lv (7tS) -4 �3/ G✓a /r evs CR New Consbvdion Use. Residential I Number of bedrooms - — � Code derived design flow rate �O GPD ❑ Replacement ❑ Public or commercial - Describe. Parent material � ` Flood Plain elevation f applicable _ i � - -- Generaloomments Sy i°l�J, /%YU > l and recommenda 2 Dd / 2I e- U` F71 Boring # 0 -7 in. ® PR Ground surface elev. y9 q d R: Depth to Icing factor _ on Rate Horizon Depth Dominant Color Redox Description Texture structure Consistuu�e Boundary In. Mu nsell Qu. Sz. Cont. Color Gr. Sz. Sh. Efflf2 a Boring # O Pit Wring Ground surface elev. Depth 11D g factor /b in. 1 s� Rate Horizon Depth. Dominant Coles . Redox Description Texture Stru Lure Consistence Boundary Roots GPD/(t in. Munseit Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 t M�� S C'2 1p 7 < • Meat #1 gpD > 30 � 220 mg/L and TSS --30:5 150 mWL ' Mont #2. = BOD < 30 mgk find TSS _< 30 CST Name (Please Print) nature CST Number e a a ✓ Address Date Evaluation Conducted Telephone Number 6 - 0 71s' Y property Owner � Parcel ID # /0 _ Page of 3 Boring DI � # Q t Ground surface elev. n Dep1n b rnii�g iador �S in. Sol Rate R Haizoo Dominant Color pe OW6 Texture StttcAve Consistence Boundary oots GPDIfg in. Munsell ou. sz Cont. Cobr Gr. Sz Sh. *MI "Eiplk2 CS ' S B - rr E soft Boring l # ❑ p Ground suface elan. ft. Depth b bruiting factor Soo Applictillm Rate Hortm Depth Dominant Color Redox Description Texture St ruc t ure Cordleterice Boundsry Roots GPDfIf In. Mansell ou. Sz Cart Color Gr. Sz. Sh. 'E1ftF1 'E1gR2 F—I �9 # ❑Boring Ground surface elev. fL Depth to bnibrg factor in. ❑ Pit Soil Rate Horace Depth Dominant Color Redox Description Textue Structure Cornsistence Boundary Roots GP in. Munsell Qu, Sz. Cont. Color Gr. Sz. Sh. - EMI 'F.f02 * Eglunt in = BOD > 30 220 mg& and TSS >30:S 150 nglL ' Effluerd #2 = BW <_ 30 mglL and TSS <_ 30 mgil. 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 fo>7nat, please contact the department at 608 266 - 3151 or TTY 608 264 - 8777. M40"rs.87109) AP4 PAGEOF _> NAME: s4ua - LOT# t LEGAL DESCRIPTION:_1 /4_1 /4,S_T_,N,R, E(or)W SCALE: 1 "= yo I &y O ELEVATION: lQU d BM 1 DESCRIPTION: - bf of Z Te.1, �T BM 2 ELEVATION: ?1, /D BM 2 DESCRIPTION: -/Op l SYSTEM ELEVATION: SYSTEM TYPE: / rJ i �I B.L nn 9 7b ✓' � alt SIGNATURE: DATE: , Wisconsin Department ot,, rnmerce SOIL EVALUATION REPORT Page --- of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must � include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please pr t all Rt'CME D Reviewed by Date Personal information you provide may be ad for secondary purposes (Privacy La N, s. 15.04 (1) (m)). Property Owner Property Location �- �"IC -- O ii "? R 1 9 2003 Govt. Lot � — 1/4 1/4 S T 7 N R E (ora S. L Property Owner's Mailing Address ST. i:S;.OIX COUN (Y Lot # Block # Subd. Name CSM# – �X'� keCZO�iG OFFICE City State Zip Code Phone Number ❑ City [:]Village Town Nearest Road 1uc�50i l+✓'� (�I� (1 `�{- �3 ti.'ct r OrJ /, Ia New Construction Us Residential I Number of bedrooms Code derived ign flow rate _ V �� GPD ❑ Replacement I Public or commercial - Descri6e: ___-- _— __ —_ -- _— _--- _ - -_ -- — _-- -_ - -__ Parent material _- -_�I_i Flood Plain el tion if applicable _ —_ ✓� /_ _____ - -_ - -_ ft• General comments and recommendations. 00 n 4 u r Boring # [] Boring /,() Pit Ground surface elev. ft. /a pth to limiting factor _ — in. -- Soil Application Rate Horizon Depth Dominant Color Redox Descriptio Te re Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 I - 10 I x-312 — tI 2r� in r e . I v 5 L 10 -W )O t [- 2-] Boring # D Boring S pit Ground surf elev. ��! 30 _ ft. Depth to limiting fa c _ -- in. Soil Application Rate Horizon Depth Dominant Color edox Description Texture Structure Consis ce Boundary Roots GPD/Hz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 z -- 5 I 2 04 14 5 Z 1-Z-1 3 c_ I 3 - Y A E nt #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mg/L CST Name (P ase Print) Signature CST Number ddress Jf Date Evaluation Conducted Telephone Number Property Owner Parcel ID # --------------- - - - - -- Pa - - -- of - - 3 - -- 1- 31 Boring # ❑ Boring C , E] pit Ground surface elev. 1 ft. Depth to limiting factor _ —L_— — in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Z - Zip 14 SCI 2m k r � s I �� �/ F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ___ - - -___ ft. Depth to limiting factor _ —_ - -- in. Soil Applicationfate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 F Boring Boring # Ground surface elev. ___ —_____ ft. Depth to limiting factor __ - -- in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to .access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608- 264 -8777. `s SBD -8330 (R.07 /00) ` PAGE_a_OF NAME � Nom+ LOT# LEGAL DESCRIPTION SF 1 4 & X ,S 3/ T OT ,N,R, L�E(or)) SCALE: I"= BM 1 ELEVATION 146, U BM 1 DESCRIPTION O �y�e l JC o J BM 2 ELEVATION BM 2 DESCRIPTION �p p �' �'y bS �e Gl f o d SYSTEM ELEVATIO ` v00 0rxck o SYSTEM TYPE S -/ S f c vy CONTOUR ELEVATION • s o -, fq. s l 1 i I � V �i 1 J N � ' c. -LEI � V SIGNATURE _ DATE di ' 0(n0 3'00 C tip I o � c o eD _11 a Z z 0 w A ly • O y 0 O C N N ~ c 1 CL CD O N C O A O � 1 N CO N R CD O �V v O c w Cy o z D a m D m a C ° N 0 rn z N O O O 2 c l��ill CA) 3 c• M V T _ �f cn O O O Q v v I - A 3 ,? ` I 3 O p D o S 0 d m O Z C . 3 @ O 3 C N O Y A z A z O N 7 00 w M c m co I z � .P� G '' m 00 N z I � w I I a a � 0 to c z o CL CD I I i I I a V e 5 N I ~ N i O W O CD ~ A 4O 0 P O 0 `. ti LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF WARREN COMPUTER NUMBER 042 - 1088 -50 -000 Parcel Number 31.29.18.491B OWNER NAME: First RICHARD O & JANET P Last STOUT PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment SECTION 31 TOWN 29N RANGE 18W 1 /4160 1 /440 Line Description Line Description TOTAL ACREAGE 10.000 PLAT LOT BLK 01 SEC 31 T29N R18W 10A SE SE 15 02 EXC N 30 ACRES 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit FROM : Schumaker Plumbinq FRX NO. : 7153863121 Jun. 10 2003 02:19PM P1 ST CRO IX COUN SEPTIC T AN K MAINTENANCE AGREEMENT A'V'M Q LRSHIP CBRTIFICATION FORM Owner/Buyer ' Mailirtg Address 1 3 -C ML Property Afte o S7 , (Veriflcattoa required ft= Pltutaing Dapsrtmeat far new cmumedoc Citylstate PartxI IdentWcaUon ;number Qa LOW DlAQUPTrnA Property Location : - �i, Sec. 3s/' , T , 4 9 w N.R W, Town of & Subdivision GS .. Lot # Cerd>ied Survey Map V olume _ - rte , Page # Warranty Deed 0 L`9oozs G /�7S' Volume page # G�� Spec bo mX pros Q no Lot Imes idew. Mable)(Yes 0 no ��r � � satrlr�anaaosof pour sxptio system could rasuFt is its prersararm fait�e to laaadk aastas, l'repar xnaialcraa:e consists of pert V* ant 60 SOP& tulle every+ three years ar mom, if needed by a licansed pumper. What you t into the s ern oft put �' ftma+saa of t#N septic leak a x trestmeat sirs trio waste d � deep aystetlr. The property uwrter agt;ees to submit to St. Croix ZanLV Liepariment a sortificatlon form, aigaad by tbo owner and by a a rasterplUMbor, jaarneymat VhMbee, restrictod;olutaber or a heensedpuatper vs:itj 14Ihit (1) the on -site wuiewstsr•dispowl syat= is in PWR ePmadag copdhion andbr (2) aftr mq action sad pumping (if aecessauy), the Septic tank is less dean 113 U! of sludge. IVIR, ft Uadadped bane read tbs above req dmments and agree to maizma the Private tawage disposal cyst= with tbs stuolard set fbttlt, ham, sa set by ft went of Commaras and tht Deparft=M of Natural Resources, SUto of Wiwansia. Certification are* that YOM ralstic system hats been retainkmed armor be completed wo rew=*d to the St. rraix County Zoning oMoe within 30 , days of the dirmLyear expira4 date. Z 9IGNATEW OF A "CAW DATE atttaMMU On this focra Acs UU to the bast of ray (our) lcaowiedge, I (%v) am (era) the o%wr(s) of 9 the roperty dendbed above, by Viet= of a Warmaty deed - :mtdsd in Rojist�er of Desds Cfficc, e 4 / /O,0 SIGNA'i"EtRS OF APPLICANT DATE **es'es AAy ia!'os'ms►tsoR dW is miff- reptesented tatty rat is the sanitary Permit being revoked by the Zoaing Depr vanant- es Iaoltida Mlth " appltasUm' a stamped warranty deed &ass the Ra$ister of Reeds office I COR of the certified survey rate ii reference is roads is the watramy dud V 1975P 613 69025E ,STATE BAR OF WISCONSIN FORM 1 —1998 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS i Document Number RECEIVED FOR RECORD This Deed, made between Frederick G. Lenertz AKA Frederick G. 09 -16 -2002 10:15 AN Lenertz SR., sinalg Grantor, and Richard O. Stout and WARRANTY DEED Janet P. Stout, husband and wife , Grantee. EXEMPT Y Grantor, for a valuable consideration conveys to Grantee the following described real estate In St. Croix County State of TRANS : 1200 00 Wisconsin (the "Property'): COPY FEE: CERT COPY FEE: PAGES: 1 Recording Area Name and Return Address PJdu d O. Stout Janet P. Stout x 85th Street Roberts, WI 54023 SL V 9F SE % OF SECTION 31, TOWNSHIP 29 NORTH, RANGE 18 WEST, ST. C�OIX COUNTY.WfSCONSIN EXCEPT THE NORTH 30 ACRES THEREOF AND 042 1088 - 000.042 - 1Q8� - 30 ALL OF SW % OF SE' /. OF SECTION 31, TOWNSHIP 29 NORTH, Paroel Identification Number (PIN) This Is not homestead property. RANGE 18 WEST, ST. CROIX COUNTY, WISCONSIN. (Is) (IS rat) Together with all appurtenant rights, title and interests. None Grantor warrants that the title to the Properties good, indefeasible In simple fee and free and clear of encumbrances except Dated this _1e day of Auaust 2002. (SEAL) (SEAL) Fr erick G. Lenertz (SEAL) (SEAL) t t AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, WEND 0 } as. � fV ISCOH St Croix County authenticated thlo _ Personally game before me this 1 5th day of Aucust. 2M the above named Frederlck G Lenertz AKA Frederick G. Lenertz SR.. Sinole to me known to be the person Who TITLE: MEMBER STATE BAR OF WISCONSIN executed the foregoing Inetniment and acknowledge the (If not, me. authorized by §706.06, Wis. Slats) P M 4, Lz� THIS INSTRUMENT WAS DRAFTED BY z- Coldwell Banker Burnet Notary Public, State of YVisconsin 1301 Coulee Road Hudson, WI 54016 My commlaslo is panne eM .(If not, state expiration date: 2 -37876 J , o ) (Signatures may be authenticateq or acknowledged. Both are not necessary.) Names of persons signing in any capacity must be typed or printed below their sl nature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 -1998 Milwaukee, W Is. VOL 77 PAGE 4540 _ KATR M H. WALSH _ REGISTER OF DEEDS ST. CROIX CO. VI RECEIVED FOR K ECORD z M_ DRA44C D d ME)I 0 06/12/2003 12:05PM N00 °10'22 "E 303 .58' CERTIFIED SURVEY MAP D REC FEE: 13.00 r COPY FEE: 3.00 m M _ .' - Z ST '4j. BEARINGZ REFERENCED T THE M �.� q EAST LINHE SE1 /4 OF SEC N NO O 31, ASSU � 3 '22" c o C N C 11 < Is �' GN II U c.v NTY OU � •ksCommittee cr o 0 200 days of m >, � - : , shall be O W w Z N N 1 O m N w x 1x a r-0) '� m0 r N r � O� vo z �Z m N 1 1 I[r QW O z M� Mzc� 0 00 m o i �n�aDi m 0� Zorn 0 oc Z 70 m m 0 0 c rncnZCn N n coq T � zZ � n m =m >pTO me N i -� 33 6 om0 m �� o I m1 O OD (3) I UL I��7 �Z � CO o I �, O Z N ICS Dm �� Z o i`� - W W i� ?� M- m� �t z z z m I ., t0 I m 7o C r M 0 I c, r t0 a i m •► O W i �� 0 � J O v W I Z �1 cn CA z�o'n = c� co = I Q m 1 — r3 i@ m N m I i -p rn ° I ' C ' '�° ` ' ° J ;° �' , ; 4 ;� Oz� ROADWAY SETBACK X 0 I n G� i D I � '4 0 0o 2 0 � C IV U ) c I c� mow, "'� Z�m o r D Q �a 032 I I gz� w --j z _° �E ££ I n 0 -n I� ffl < I Om m 1.6'± I I Z m I 0 op I o op v .A W � Q 0) N w N -N 66' � C Q R) p O RIGHT -OF -WAY oo W o mNm zz�� < z * O p -0 (n .. i�� ...r r ? ....................... A o DO M o m v _ L I rn rn� M �; i Z 1) D n M I t o �,, O r O u) N �'' EAST LINE OF w lsy M o � 03 NI THE SE1 /4 1 0 t7\ n O C i 82.31' i t 219.00' n n w O / S00 °10'22' W �t w W N w 0) " 87.69' \� i 301 .31' 213.55' w 0) 2289.85' v cn w °' S00 0 301.24' W 100th St w -.i----------- S00° 10'22 "W 2591.09' Vol.17 Page 4540 - L