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HomeMy WebLinkAbout034-1059-60-000 Parcel #: 034 - 1059 -70 -000 06/19/2007 08:46 AM PA 1 O F 1 Alt. Parcel #: 27.29.15.412B 034 - TOWN OF SPRINGFIELD Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - BUTTLES, TIMOTHY J TIMOTHY J BUTTLES C - WALTERS, BONNIE S BONNIE S WALTERS 783 HWY 128 WILSON WI 54027 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description 783 HWY 128 SC 2198 GLENWOOD CITY SP 1700 WITC i Legal Description: Acres: 1.740 Plat: N/A -NOT AVAILABLE SEC 27 T29N RI 5W 1.74A IN NW NW COM 770 Block/Condo Bldg: FT S OF NW COR SEC 27, TH E 367 FT, S 208 FT, W 367 FT, TH N 208 FT TO POB CSM Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) V I PAGE 270 27- 29N -15W Notes: Parcel History: Date Doc # Vol /Page Type 08/20/2004 772185 2641/226 QC 07/23/1997 1173/03 WD 07/23/1997 1111/399 WD 07/23/1997 1069/358 TI more 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/15/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.740 22,100 130,550 152,650 NO Totals for 2007: General Property 1.740 22,100 130,550 152,650 Woodland 0.000 0 0 Totals for 2006: General Property 1.740 11,250 120,200 131,450 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 206 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ,* �' X83 ��..�( I ZB � - J° �---�- �' � � g H•..., 3,r an Department of Corr"" RIVATE SEWAGE SYSTEM y' ount Safety and Buildings Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) SanitarxP,gtgti,�o.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 3 �/ VV 33 bb / Permit Holder's Name: [I City E] Vi ge ❑ T / S tate Plan ID No Buttles, Tim pringfie�l�I CST BM Elev. : - Insp. BM Elev.: BM Descriptipn: t rcel 6144 -60 -000 ��� CST 8w� ( �.�C-��B►µ- S S TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic u e_`wv u) P Benchmark , `t� o (. to 00 ,Z) Dosing (,J-e �S t. � Aeration Bldg. Sewer f Holding r St /Ht Inlet 6 p5p {0.3 �S.III TANK SETBACK INFORMATION St/ Ht Outlets} (o, b9 qc TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet 64✓ 3 ZS r Air Intake Septic (,,-, > ,5`V' > Sir Z V' NA Dt Botto IQ 83 • `f O Dosing ,ICI �1pD` ���Yp NA Header/ Mal T o Aeration NA Dist. Pipe Holding Bot. System 9 o a „a 0 r PUMP/ SIPHON INFORMATION Final Grady 111 Manufacturer Demand St cover ZD vD , D r 4 IN Model Number '�L' G ' r PM yu / �(Z�f�• p p �, Q G 0 5 l 9 0 °I L' TDH Lift ��,,2A Lricti x Systemb,Z TDH �q.(at (Ol•S�} ( (p Gj� i I H i Forcemain Length Dia. 2 Dist.ToWell > �5� C 0 3 •`Zo S ABSORPTION SYSTEM T 1 0 t�/ 0 . '? BED Width / Len S f No. Of iaerrctles PIT No. Of Pits Inside Dia. i uid Depth EN I N 2 DIMENSION SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHIN anufacturer: SETBACK CHAM R INFORMATION Type Of r _ Mo um er. System: > SO ?!aa > (� OR U IT DISTRIBUTION SYSTEM Header / Manifold I( Distribution Pipe() I f r x Hole Size x Hole Spacing Vent To Air Intake Length �j�d Dia. Length. 1 Spacing 3 ' 0 ( 3 ri 2 I (---- 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 El Yes ❑ No ❑ Yes ❑ No t � COMMENTS: (Include code discrepancies, persons present, etc.) S' Inspection #1:� / /D( Inspection #2: p : AS o Location: 783 Highway 128, Wilson, WI 54027 (NW 1/4 r NW 1/4 27 T29N R1 5W) - 272915412A _ 1.) Alt BM Description = 5V AM.u4,.,kpe Co,,� sxQ`ttL� 2.) Bldg sewer length= e ; k . O - amount of cover = � `'""� ' � � de 6� ( 3.) contour �j�.o � ��. Plan revision required? ❑ Yes X No d ( / Use other side for additional information. �P SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: 14- f 4_ i i 1 I I 2 ti I Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 14 sconsin Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County State Sanitary Permit Number ❑ Check if revision to previous application State Plan I. D. Number 2a:l� -/�/ ,57-- 7 I. Application Information - Please Print all Information Location: Property Owner Name Property Location G �- ° k 1 V1/4 k S2 T,) /,N, R/5 (or)nM Property Owner's Mailing Address Lot Number Block Number /a City, State Zip Code Phone Number Subdivision Name or CSM Number - 3:5 �� II. Type of Building: (check one) — > , �r, ❑ City 1 or 2 Family Dwelling - No. of Bedrooms 0 Town of ❑ Public /Commercial (describe use):_ RAWE V Q ❑ State -Owned �f �� / If C '? 2000 Ne st Road --`, S7 CRC) k Parcel_ aj mber(s r - _ _ Lj d III. Type of Permit: (Che ne on (Z%ftbb6*bfifJinr l3 if applicable) L 7, 2 . WZ IQ A) 1. ❑New Replacement 3. eplacement of 4, `` 5. 6. ❑Addition to System S stem Tank y''" Existing System i $) Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) , ❑ Non - pressurized In ground "Mound ( � X l ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: n , o 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (GalsJday /sq. ft.) (Min. /inch) r Elevation VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete strutted Tanks Tanks Ccc) . CGb 175 / ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS showAon the attached plans. PI u ber' Name (print) Plumb Sign re (n /MPRS No. Business Phone Number r" 1 a �� s- 7 1 P umber's Address (Street, City, State, Zip C e LPL~ �y6n IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Surcharge Fee) Determination 3 Z . _ d j ; �j p z 00 U r� X. Conditions of Approval /Reasons for Disapproval: 7 rh9 Af - , s aaa�- ,n c z e C ok /p/ ✓rr C �� uJ. p f rr �' / e ( II ( /� / (� r I ,� 0 r01' S�r'��Prn P C'�C �Glyr'(. P eCC✓tIR.T C1/I. Car BFIrPt0.T�J✓�. �*' lOM4K Q 3 i'e94fQt✓�g 711 O �ui �t}s �(a rss� :s adct� ✓�Sfcc� ivy �P �ufu v� SfafC app / roJal MQy bP rPCUi T�tP �o�l�k� o {{rye spa /l bP C6��a c firc/ p r `o✓ fo YAP S4 ( c D 14c t� v(necc 4 ; s 5y.6Iro . i3 lv�ctfPm! SBD -6398 (R. 07/00) Jon Sonneta 9 From: r Jansk Leo 'ansk commerce.state.wi.us i Y, Leroy I1 Y@ l Sent: Saturday, November 11 2000 9:09 AM To: 'Jon Sonnetag' Subject: RE: Off -lot systems If the owner is the same for adjacent lots we have not required any type of State approval. The following is a partial e -mail I sent out to all counties back in August regarding off lot systems. Off Lot Systems: The new code no longer addresses who may do plan reviews for off lot systems so such reviews may be done locally. One word of caution however, you will want to make sure all appropriate easements are in place before issuing a permit to install. Easements should be large enough installation and maintenance /repair of the system. • - - - -- Original Message - - - -- • From: Jon Sonnetag [ SMTP:jons @CO.Saint- Croix.WI.US] • Sent: Thursday, November 09, 2000 10:07 AM • To: Leroy Jansky (E -mail) • Subject: Off -lot systems > Leroy > How are you doing? Quick question for you - how does the new code address > off -lot systems? It does not appear to be addressed in Comm 83, but the • definition of a POWTS under 145.01(12) still talks about other systems • approved by the department including systems located on a different parcel • than the structure. Of course these people are hoping to install this • system tomorrow. > Also, does it matter if the same person owns both lots? This person could > potentially sell this other lot tomorrow. Thank you for your time. Have > a > good day. • Jon Sonnentag • Zoning Technician • 1101 Carmichael Rd • Hudson, WI 54016 • jons @co.saint - croix.wi.us 1 Safety and Buildings ` 10541N RANCH ROAD HAYWARD WI 54843 N * ksconsin - TDD #: (608) 264 -8777 I www.commerce.state.wi.us /SB Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary October 20, 2000 CUST ID No.691727 ATTN: POWTS INSPECTOR ARTHUR L WEGERER _ ZONING OFFICE 421 N MAIN ST !`S F ROIX COUNTY SPIA PO BOX 74 1101 "CARMICHAEL RD RIVER FALLS WI 54022 HUD $ON WI 54016 RE: CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 10/20/2002 ^ " 4. i j ap�� a 4'nsaction ID No. 444064 ST f;KCIX Sit ' ID No. 200745 Cr,I t% T y .n,p ease refer to both identification numbers, SITE: ZONtN't FICE " ove, in all correspondence with the agency. Site ID: 200745, TIMOTHY & BONNIE`WAL ERS -BUTTL - ST CROIX County Town of SPRINGFIELD oi,�I. N 54027 NW1 /4, NW1 /4, S27, T29N, R15W FOR: REPLACEMENT MOUND, 450 GPD Object Type: POWT System Regulated Object ID No.: 767481 P.0. m The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes CO1<dR -fit,;= 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. , Q,Fr- ARTME ?�� The following conditions shall be met during construction or installation and prior to occupancy or use: p; SION Of SAFE (5 1. This plan action is subject to designer comments on the plan. 2. The maintenance plan for this system must be given to the owner of the POWTS. 3. The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. 4. Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. 5. Abandon failing system per COMM 83.33. 6. Holes must be drilled with sharp bit and all burrs and foreign matter removed before installation. 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 10/10/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 PATRICIA L SHANDORF , POV/TS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (715) 634 -7810, FAX: (715) 634 -5150 , M -F 7:45 AM - 4:30 PM PSHANDORF @COMMERCE.STATE.WI.US WSMART code 7633 cc: TIMOTHY & BONNIE WALTERS - BUTTLES TITLE SHEET Page 1 of 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 - C tZ, b /g9,�; C R. 6 199 LOCATED IN THE KVJ 1/4 OF THE Nk1 1/4 OF SECTION ZL - ) , T, Z- N, R IS W, TOWN OF SPtZwG P1La_ z) S`r, Q �Uj V COUNTY, WISCONSIN. INDEX PAGE l of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIED -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION ES. PAGE 7 of 7 PUMP PERFORMANCE CURVE DZC1l��l PREPARED FOR 'kv'j'E ele) COMMERr ANDAM fNGS ^18.3 1�1 I G N-w PV1 _ l Z$ - _ wi.Ls0� , LU 5 Rio i7 � 90NDE PREPARED BY WEG FEE F;tEF2 SC1= L . TEST 11%.1 AND. DES 2 Gad SERV = CE P.O. Box 74 421 N .Main St. X® River Falls, WI 54022 � O ft/ Phone 715- 425 -0165 ` ••• � Fax 715 - 425 -6864 t, !h WF.Gt P �Y ELLSWORTH, �� 400 4 , 264%0 9 -oo JOB NO. dc.) 18 r Mound System Management Plan Pursuant Z of 7 Pursuant to Comm 83.54, Wis. Adm. Code 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 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 winter 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 mg /L BOD5, 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 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 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. 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 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 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 adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Q uestions on the operation or maintenance of this system should be directed to the County Zoning office at �1S.386_ 4GSO or to the licensed plumber who installed the system. Page q Of 1 Approved Synthetic Covering ASTM C33 Distribution Pipe Medium. Sand Topsoil - :� = =H— F G Elev. �Q p 3 E . b Ao % Slope Distribution Cell of Force Main Plowed 2" to 2k" Aggregate From Pump Layer D'' E Z_ 6 Ft. CROSS SECTION OF A MOUND SYSTEM F a - 8 Ft. G 0•S Ft. A Ft. H 1•b Ft. Linear Loading Rate = b . /LN FT B - 25 Ft. Design Loading Rate= o.Z- GPD /SQ FT I Ft. J 8 Ft. K Ft. L 11:) l Ft. W 31 Ft. L I j - Observation Pipe $ --� --- K C3-�- - - -- - - - - -- - - - - - -- Sax W L_ �_ - -- -- - - - - -- --------------- - - - - -- t Force Main Distribution Cell of %" t z o 2 ,1 2 ,11 ' Pipe aggregate Observation Pipe (Anchor securely) PLAN VIEW OF A MOUND SYSTEM r Distribution Pipe Layout Page of 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 Iong turn or 45' fitting to a point within six inches of the final grade, Terminate the ends of the laterals with a valve, :threaded cap or threaded plug. Provide access from final grade for the valve, threaded dap or threaded plus. Tit P 1 C9 L�S S _5°Z 1 ►y PVC P�JC PV C Lateral Manifold Lateral x x x x x12 I x12 x x x x Lateral Length — Lateral Length — P Oistribution Line P . $Cjtis SOX a- — _ -o h f''111 Fc� u P Ft. Hole Diameter ��$ Inch - S Ft. Lateral � nch(es) X Inches Manifold - . .Inches Force Main " Z Inches # of holes/pipe--1 Invert Elevation of- Laterals 44 - Ft. lq.X. �• �l.l = `i. � 4 x �[ � 31.16 G �►� PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE 6 OF YCWT CAP 'i VENT PIPE - WEATHER PROOF APPROVED LOCKING MANHOLE lO' FROM OOOR, JutJCT10hI 80X COVER WITH WARNING LABEL � I2�MILI, WINDOW OR FRESH I AIR IWTAKE I GRADE t7 X39 y �MIU. CONDUIT - IS'MIA1. \� IIULET PROVIDE _- . AIRTIGHT SEAL 1 II V APPROVED JOIAIT A Tank construction shall comply I t�j APPROVED JOIAI with COMM 83.15 and COMM 83.20 I III ALARM 8 • I I I I ON C I. LLEV._ 3'FT � PUMP __ OFF ti 0 p COAICKETE BLOCK A RISER EXIT PERMITTED ONLY IF TANK MAMUFCTURCR HAS SUCH APPROVAL 3,•APP I ROVED- BEpp IQ SPEC.IFICATIOMS 005E . }1 �D�i2lU P l�P r�T . 3 'r -A!JK� MANUFACTURCR. IJUMBER OF DOSES: PER OAy TANK 51ZE: DSO GALLOWS DOSE VOLUME t ALARM AIJUFACTURGR: S �_ O Sttg rb4S INCLUDING DACKFLOW: S �' O GALLONS MODEL NUMBER: L I 1AW - CAPACITIES: A L b I � Z INCHES OR 3 Z { ' WLLOUS SWITCH TZIPL: � �ZC UR-`'t g = Z INCHES OR 3Q' 0 G�LLOUS PUMP MAMUFACTURCR: 60 u\-t T C= INCHES OR "0 CALLOUS MODEL MUMBEIL' 3885 1'Jr,-Jr, N INCHES OR Z34 " GALLDAIS SWITCH TYPE: M OTE: PUMP AND ALARM ARE T Or, a. $ MI►JIMUM DISCHARGE RATE 31 GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFEKEMCE OETWEEAI PUMP OFF AUD.DISTRIBUTI' M PIPE.. 1�,so FEET + MIWIMUM NETWORK SUPPLY PRESSURE + 3 ZD FEET OF FORCE MAIM X j-D9 F 311 0 0 FACTOR. 6� FEET TOTAL 0yUAMIC. HEAD = - FEET As er: manufacturer lQ. S P gal in Liquid depth �U r1P PE1Z�Oa W11°I')V CE CUIZUE � _7 ar— - 7 uouias Submersible Effluent Pump 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. • upper and lower. g p ■ Power Cable: Severe duty .Trailer courts 2" NPT discharge adaptable •, Power cord: 20 foot y rated, oil and water resistant. • Motels for slide rail systems. • Schools standard length (optional ■Mechanical Seat: SILICON Epoxy seal on motor end `lengths available). • Hospitals CARBIDE VS. SILICON provides secondary moisture • Single ngle phase: •' /a and'' /2 HP -16/3 SJTO CARBIDE sealing faces. barrier in case of outer jacket • Effluent systems n.; Stainless steel metal parts, damage and to prevent oil with 115 V or 230 V three prong plug. BUNA -N elastomers. wicking. SPECIFICATIONS ter. • 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 design. Locknut on three n it I -' Three phase: and leakage. Solid P 9 9 . s handling capabilities. W maximum. •'/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 1,28 GPM listed models - 20 foot on accidental reverse rotation. Total heads: up tc feet .. length SJTW and STW ■ Motor: Fully submerged in SP Canadian Standards Association TDH. are standard. high -grade turbine oil for • Mechanical seal: Silicon lubrication and efficient heat Underwriters Laboratories carbide -rotary seaV : FEATURES transfer. carbide- stationaryseat, - 300 - ■Designed for Continuous series stainless steel metal !Impeller: Cast iron, semi- Operation: Pump rating parts, BUNA -N elastomers p within the motor open, non -clog with m are manufacturer's 4 out vanes for mechanical seal • Temperature: recommended working limits, 104 °F (40 °C) continuous protection. Balanced for 140 °F (60 °C) intermittent • Fasteners: 300 series ;: METERS FEET stainless steel. '' 90 ! I ! SERIES: 3885 • able of Ca r 25 ! i i SIZE: %- SOLIDS unpin p g dry 8o VIlE1 I T ! ; RPM: VARIOUS without damage to f = I , -=>► . 9GPM i components. 70 i SFr ! i WE1 ' Motor °Q 20 so Single phase: �r _ I EO • % HP, 115 V, 200 V, 230 V, 50 `-' 1 , a 15 I 60 Hz, 1750 RPM; /2 HP, Z 115 V, 60 Hz, 35 RPM,; n _ 40 EO x I 'BHP- IY2HP, 230V,s ,o 1 0 30 I I i 1 60 Hz 3500 RPM. y • Built -in overload with ' 107 30 ! ±q automatic reset E M7,1%1 i W 20 • Class B insulation Three ph ase: x f i' 10 i i A La t. i 1 /z HP 1% NP 200 /230/x; �a O ! `460 V 60 Hz `3500 RPM; 0 10 20 30 40 50 60 70 80 90 100 110 120 130GPM • Class B insulation. o io 20 3o mom CAPACITY ®1995 Goulds Pumps, Inc. Effective May. 1995 i WiiscorisinDeRartmentofCommerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm $5, Wis. Adm. Code C=* Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must St. Croix Include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, a ( ' ra and distance to nearest road. 034 - 1059 - -000 Please print lnifdrrlladon. \� Reviewed by Date Personal information. You provide may be f�is6 pur ses (PrngctN.'a� s. 15.04 (1) (m)). Property Owner `! fiV( roperty Location �� ; Timothy & Bonnie Walt �*- Buttles vt Lot NW v4NW 1/4 s 27 T 29 N R 15 CO W Property Owner's Making Address - �(� Q 0 E . # Btodc # Subd. Name or Cslw# 783 HY. #128 4 , ,1 - a na csm vol 1 - 270 City State zip CoEie' . Phone City ❑ Village ® Town Nearest Road Wilson, WI. 54 71 11 § Springfield St. NY. #128 ��, El New Construction Use: ® Residential ! Nu bf r ff Code derived design flow rate 450 GPD ® Replacement ❑ Public or con rrerciat = ilelsaiti�' Parent material glacial drift Flood Plain elevation if applicable na ft. General oaf and recornmerrdations: mound system el. C 100.02', based on contour line of el. 98.10' F -1 Boring # ®�ri� Ground surface elev. 99 , 20 ft. Depth to limiting factor 13 icaWn Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I "Eff#2 1 0 -7- 10yr3 /3 none 1 2msbk mfr gw 2f .5 ✓ .8 ✓ 2 7 -13• 10yr3 /4 none sil 2msbk mfr qW if .5 / .8 3 13 -26" 10yr5 /4 c2p 7.5yr5/8 sil 2msbk mfr rnta if .5 ✓ .8 ✓ 4 26 -48. 7.5yr4/ c2p 7.5yr5/8 is Osg mvfr na . 7./ 1.2 F Boring # Boring © Pit Ground surface eiev. 94.7 ft. Depth to limiting factor 16 in. Soil A Rate Horizon Depth Dominant Collor Redox Description Texture Structure Consistence Boundary Roots GPDIfi? in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'EfW2 mfr 2f .5 ✓ .8 1 0-10. 10yr3/3 none 1 2msb gw 2 10 -16. 10yr3 /4 none sil 2msbk mfr gw if .5 ✓ .8 / 3 16 -3 • 10yr5 /4 c2d 7.5yr5/6 sil 2msbk mfr gw if .5 .8, 4 6 -50 .7.5yr4/E c2p 7.5yr5/8 is Osg mvfr na na .7 ✓ 1.2 Effluent #1 = BOD > 30 _< 220 mgfL and TSS >30 < 150 m4 uent #2 = IM ----' 02298 d TSS _5 30 mglL CST Name (Please Print) Signature Z. CST Number Gar L. Steel Address Date Efafuafion ondtxAsd Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 9 -15 -2000 715- 246 -6200 Property Owner T. Buttles Parcel ID # 034- 1059 -60 -0 00 2 3 [I Bor Page of F 31 Boring # Ground surface elev. 96. 20 17 Pit _ ft. Depth to limiting factor in. Soil NVicaffori Rate Horizon Depth Dominant color Redox Description Texture Structure Consistence Boundary Roots GPD f in. Munsell Qu. Sz Cont. Color Gr. Sz Sh. •Eff#7 I 'Ef#2 1 0 -9. 10yr3 /3 none 1 2msbk mfr CFW 2f .5 ✓ .g r 2 9 -17 10yr3 /4 none sil 2msbk mfr qW If .5 ' .8 3 17 -2 • 10yr5 /4 c2d 7.5yr5/6 sil 2msbk mfr 9W if .5-/ .8 �/ 4 29-4S, 7.5yr4/t c2p 7.5yr5/6 ms Osg mvfr na na .7 1.2 F -1 Boring # El Boring E] pit Ground surface elev. ft. Depth to limiting factor m• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 a Boring # ❑ Boring ❑ Pit Ground surface elev. fL Depth to limiting factor in. Sod ication Rate Horizon Depth Dominant Color Redox Description Texture Stnxture Consistence Boundary Roofs GPDlfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Etf#2 Effluent #1 = BOD > 30 < 220 mgrL and TSS >30 < 150 mglL ' Effluent #2 = BOD < 30 mglL and TSS < 30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an aitcmate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SBD-U" (RAW) W STEEL'S SOIL SERVICE Gary L. Steel Timothy & Bonnie Walters - Buttles 1554 200th Ave. CSTM2298 NANA S27- T29N -r15W New Richmond, WI 54017 MPRSW -3254 town of Springfield (715) 246 -6200 N 1 =40' BM.= top of 1 pvc pipe C e1.100.00' Alt. BM.= top of 1 11 pvc pipe C el. 95.45 1 x C �. o Cz � ou - 3 XI . l � f ICON- - � 5 tu LO �v Gary L. Steel 9 -15 -2000 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Ovu,u x/Buy et T', N. t S C0.✓.cx �� � , S • Vi a � '�e .TS Mai.1' Ad.d; r:r T s _1 7 4 Prap:`rty A( n ;4S �, 3 w ( lei � n w 5 - Y (VVrifica #ion required from Planning Department for new construction) Citp :3tate T�. b. pa w_T Parcel Identification Number LEG AL DIVS(; OP f Pzo +rly Lae�}.ri nn %4, I /., Sec., T_�JN-R W, Town of Subal vision lot # Certifled Snr v.i Map # Volume . Page # Wary! :arty ]:Duel # .... , yex) Volume 73 Page # Spec 4ouse Q : res p no Lot lin=es identifiable J yes ❑ no Impropc 1; i se and. main,tenanccof your septic system could result in it& premature failure to handle wmtts. Proper mS z�cwncc consist ., of purup iu out the septic tank every three years or swoer, if needed by a ' licenseed. pumper_ Wbat you put mta tFia e d: pm can a1'i„ ct the tiu►i;:`ion of the src:ptic tank as a treatment stage in the waste disposal system. The pho :'. y owner at es to submit to St. Croix Zoning DcPwmuut a cerfifica4ion form, signed by the, owner j� bar a urasta pluuzber', j rJii;rncyuran pTtismbcr, restricted plumber or a licensed pumper verifying that (I) the on -site wastewateXdisp iysftM is in pw'aper oprr::ti: rg condition and/or (2) after inspection and pumping (if nec the septic tank is less than it3 full o`fudge. I/rve, r,. +. a undoi si, rl :, sd have read the above requirements and agree to maintain the private sewage disposal system with the i4ndards set ford, hereir4 -is ,set by the D;- partment of Conmieree and the Department of Natural Resources, State of VViscorrstn. Ccc ca�ioA stating .;hat your A:��� tic system bras been maintained must be completed and returned to the St Croix county Zoning t]�ice r�it�iu :30. days 0111 the throe jn: nr expiritio a date. SIGNArupm 1)T .r° iPLICAm DAIS O_V_VrjN ZR CEIL.11t CAI ON I (we) fy that all si;atements on this form are true to the best of my (our) knowledge, I (we) am (areythe owla,v(s)Yof the prva ,erry d :ct i i;, tI above, b,. virtue of a warranty deed recorded in Register of I?eeds Office. SIGNA: "URE OF A PPLICAN,C DATE Any in:('a. •r+: ation that is. mis- represented may result is the sanitary permit being revoked by the Zoning Department :: *R!s• "* Iucb :de with ttti : applieatiax a stamped warranty decd from the Register of Deeds office a copy of the certified survey map if reference is made, in the warranty deed 60 39Vd Vd9r L9 G9 :80 0002/ZZ/60 5{2400 WARRANTY DEED 1; 7 L Document Number 9501~ Return Address APR 18 1996 12:30 ,�P . Parcel I.D. Number: 034 - 1059 -60 Robert Prinsen, a/k/a Robert R. Prinsen, conveys and warrants, to Bonnie S. Walters, a single person, and Timothy J. Buttles, a single person, as joint tenants, the following described real estate in St. Croix County, State of Wisconsin: NW1 /4 of NW1 /4 of Section 27 -29 -15 EXCEPT part of NW1 /4 of NW1 /4 of Section 27 -29 -15 described as follows: Certified Survey Map filed July 1, 1976, in Vol. 1, Page 270, as Doc. No. 333948. (Said parcel also and previously described as: Commencing 770 feet South of the NW comer of the NWl /4 of NWl /4 of Section 27- 29 -15; thence East 367 feet; thence South 208 feet thence West 367 feet; thence North 208 feet to the place of beginning.) This is not homestead property. Exception to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of April, 1996. TR Q� (SEAL) Robert Prinsen, a/k/a Robert R. Prinsen ACKNOWLEDGMENT State of Wisconsin, County of St. Croix , Personally came befor e Robert P ' a/k/a Robert R. Prinsen on* - Lhis 1 day of April, 1996. 4 en � d � a a - Poulin Notary Public, Wisconsin Notagl Public State of w9conrin THIS INSTRUMENT WAS DRAFTED BY: u Commission lams tw. 24, ID Attorney Kristina Ogland Hudson, WI 54016 WARRANTY DEED 3 �G Document Number VOL 11 f 3 PAO 03 iEG157ER' 01= r�7 ('r s ST. CROIX CT►!, V':1 Reid for R Return Address APR 16 1996 12:30 P. Regiti�r �t Ges�a ` Parcel I.D. Number: _ 034 - 1059 - ' Randy C. Platson. a single person. conveys and warrants td Ronnie S. Waltetl, a si ngle pers slid "Timothy J. Buttles, a single person, as joint tenants, the following described real estate in St. Croix County, State of Wisconsin: Part of NWl /4 of NWI /4 of Section 27-29 -15 described as follows: Certified Survey Map filed July 1, 1976 in Vol. 1, Page 270, as Doc. No. 333948. (Said parcel also and previously described as: Commencing 17 feet South of the NW corner of the NW1 /4 of NWl /4 of Section 27- 29 -15 thence East 367 feet; thence South 208 ° feet thence West 367 feet; thence North 208 feet to the place of beginning.) This is homestead property. _ Exception to warranties Easements, restrictions and rights -of -way of record, if any. Dated this day of April, 1996. (SEAL) Randy tson AUTHENTICA`fION Signature(s) of Randy C. Platson authenticated this day-of April, 1996. Kristina Og and TITLE: MEMBER STATE $AR OF WISCONSIN THIS INSTRUMENT WAS DRAFTED BY: Attorney Kristina Ogland Hudson, WI 54016 i r NW COR. SEC. 27 X501 / 100 N I i NW 1 14 -NW 114 I 412A 367.000 1173/08 I 0 r 4126 36 7.00' �I 3 I I I i iii i /Q - Ai W 1 /d. I _ W b IL . � U) ^` n. cla (n f'' LA �p v r' I t, '4 'd cc m !,1 � an w 0 a cc 0 co co I cab J, 'f y .1 o u a 2 I 5 i o � u) � m CO A I p - .° En bo cr I- a O o � 0 O co (1) •rA S-1 p ." J °' ca cv 4 v C/7 ca 3 w •0 O a� 4 .Q 4-) U (A O ca .� 4-1 m e q ,54 p 0 .7 ca S4 :J 0 co ✓� m H r- S e) .a.) r-I U 41 41 cd •ri ,[, p > "i.1 U U1 N m a y W W H fly � Lq A E-4 r-1 N M o fri GO a iv P 0 .�' 7 O �� -• JIt1 -- CLI 114 S1 '; S