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HomeMy WebLinkAbout026-1130-41-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 487950 0 GENERIAL INFORMATION (ATTACH TO PERMIT) S to an ID No: Personal inf rmation you provide maybe used for secondary purposes [Privacy Law, 5.15.04 (1)(m)]. I20Zt ob = TCOWC /Q . #' Permit Holder's Name: City Village X Township Parcel Tax No: Deslauriers, Joe & Kattie I Richmond, Town of 026- 1130 -41 -000 CST BM Elev: I Insp. BM Elev: BM Description: Sectionrrown /Range/Map No: Do, p , NC- p i m = c sZ B,% # I 25.30.18.901 TANK INFORMATION U ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 1 �� �� Benchmark 1 t.�J / 3 s 1Gt� Dosing ` ' De ,� ,p r t Alt. BM Aeration � Bldg. Sewer -7, 6Y '6:7, Holding St/Ht Inlet , 4.3o g3.d5 St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 1 Dt Bottom 1 Z ; �r 2Z - 8`l Dosing Header /Man. 3•$�} q f Aeration Dist. Pipe b S ,. 29 f Holding Bot. System .3� . 30 p, o T S r Final Grade 0 P IPHON INFORMATION J; ;-,L( U. L, IZ +_�i truer — bo Manufacturer ep Demand St Co r a � d. GPM 0 Model Number tv (p0 0 q P & 4l 9�7. TDH Lift Friction Lo I System Head, TDH , Ft �• .S�' O.Y� fo�SO $.sl Forcemain Len th Dia. 2 p Dist. to Well SOIL ABSORPTION SYSTEM ED Remm Width i Length f No. Of Tdmwkvw PIT DIMENSIONS No. Of Pits Inside Dia. ILiquid Depth ENSIONS (a `i 2`CI ��1 SETBACK SYSTEM TO T P/L BL WELL LAKE /STREAM LEACHING M er cturer. INFORMATION CHAMBER O Type Of System: UNIT Model u DISTRIBUTION SYSTEM Header /Manifold Distribution / N x Hole Size x Hole Spacing Vent to Air Intake t Dia j f /f Length �v (J.•D (lQ�a/ 3.010 r Length T Length Dia I T Spacing t rb SOIL COVER x assure 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 . LL Yes No a Yes; , N No o COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: A, / '2- c7 Inspection #2: 48.90 J Location: 1419 136th Avenue New Richmond, WI 54017 (SW 1/4 NW 114 25 T30N R18W) Red Pine Corner Lot,41 Parcel No: g i : ,,,,,a...lwta. �,e.,a,< -(.sl tom. �o•�� !Y1 hr�f p lcw 1.) Alt BM Description= 2.) Bldg sewer length = S S P, _4 \ - amount of cover = 4t + . tb%,w (� Plan revision Required i.- Yes No . /o -- - — - — z /1 Use other side for additional information. J ��� -__ rrrf p Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) �) 1 � A � P�: - 41 G Safi and Buildings bivisi County 201 W. Wash Ave., P 0:17162 r x l vimconsin Madison WI c°.� ry Pe it Number (to be filled in Co.) Department of Commerce (608)266 -3 1_ . C Sanitary Permit Application an LD Num / o z 606 In accord with Comm 83.2 1, Wis. Adm. Code, personal information you vide 3\- be used for secondary purposes Privacy Law, sI5.04(l)(m) ddress if different than mailing address) T. CR�I OFFICE I. Application Information — Please Print All Information ZO 9 136th avenue Property Owner's Name Parcel # Block # Joe & Kattie Deslauriers OZ 6 h G%0 Property Owner's Mailing Address Property Location C ( O 209 North 4th Street SW NW City, State Zip Code Phone Number V4 ' /., Seth 25 Cannon Falls, MN 55009 30 1 v o(circleone) T N; R r ✓ II. Type of Building (check all that apply) `� 1 or 2 Family Dwelling - Number of Bedrooms b 4 a AxAe Subdivision Name CSM Number Public/Commercial - Describe Use _ Red Pine Corner ❑ State Owned - Describe Use E ❑village '❑Township of Richmond III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' 0 New S stem y ❑Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner ( r AA IV. Type of POWTS S stem: Ch 1 that ❑ Non - Pressurized In- Ground ❑� Mound > 24 in. of suitable soil 13 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 ❑ Drip Line ® el -less Pi Other (ex n ) // V. Dis rsal/Treatment Area Information: Design Flow (gpd) Design Soil Ap icati n Rate(gpdsf) Dispe Area Requi s Dispersal A Proposed (sf) System Elevation 600 0.4 0 fit/ 600 a 600 Z // S 97.60' � VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic orHoklingTank 1200 1200 1 Wieser x Aerobic Treatment Unit W ,,/l Dosing Chamber 800 800 1 Wieser U I x VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu 's Signature MP/MPRS Number Business Phone Number Roger Nelson MP226497 715 - 273 -4444 Plumber's Address (Street, City, State, Zip C e) 122 Ea Summit Avenue Ellsworth, WI 54011 VIII. oun /De artment Use Onl pproved ❑ Disapproved Sanitary Permit Fee (includes Groundwater I Date Issu !06ing Ag t Signa ps) Surcharge Fee) E] Owner Given Reason for Denial IX. Conditions of Approval/Reasons for Disapproval 03) 3 <- STEM OWN 1 eptic tank, effluent filter and r dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per a licable code /ordinances. Attach complete plans (to the County only) for the system on paper not less Mwn 81/2 x 11 inches in size SBD -6398 (R. 01/03) Joe & Kattie Deslauriers 209 North' 4' Street Cannon Falls, MN 55009 SW 1 14, NW'/,, S 25, T 30 N, R 18 W N Red Pine Corner Lot # 41 Richmond Township St Croix County Scale I " = 40' Weiser 12001800 tank BM #1= 100.00' top of 1 "pvc pipe BM #2 = 109.20' Top of SE lot corner of 2 "force main La�"yd /36 .7 004� 1 � 1 w � Q r y 41 yD owEtL oo � o � y l Lot ya 6 - Page of 8 Safety and Buildings commerce ov 4003 N KINNEY COULEE RD g LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 i sco ns i n w ww.co e.w i. g o v/s / www.wisconsin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary October 11, 2005 CUST ID No. 226497 ATTN: POWTS Inspector ROGER D NELSON ZONING OFFICE NELSON PLUMBING ST CROIX COUNTY SPIA 122 E SUMMIT AVE 1101 CARMICHAEL RD ELLSWORTH WI 54011 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/11/2007 Identification Numbers Transaction ID No. 1202606 SITE: Site ID No. 705890 Joe & Kattie Deslauriers Please refer to both identification numbers, 1419 136TH Ave above, in all correspondence with the agency. Town of Richmond St Croix County SWIA, NWIA, S25, T30N, R18W Lot: 41, Subdivision: Red Pine Corner FOR: Description: Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1044564 Maintenance required; 600 GPD Flow rate; 41 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.0 1 /0 1); 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,M �s ~> stats. The following conditions shall be met during construction or installation and prior to occupancy or use: DEPAPTYIEN ` I o rFrl Reminders -«' �' 0 This system is to be constructed and located in accordance with the approved plans, and the "Mound Component SEE CORRE; Manual for Private Onsite Wastewater Systems Version 2.0" SBD- 10691- P(N.O1 /O1). • The'pressure network is to be constructed in accordance with publications SBD - 10706- P(NO1 /O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) ". • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • Per manual cited above, limited activities are allowed in the area 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. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c ROGER D NELSON Page 2 10/11/2005 • 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 POWTS 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. Stat • 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. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. 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. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter 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 r� Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@conunerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 f - 0c j F® MOUND AND PRESSURE DISTRIBUTION COMPONENT DE!�, 2 00S Residential Application s' INDEX AND TITLE PAGE �S Project Name: Deslauriers 4 bedroom Mound system Owner's Name: Joe & Kattie Deslauriers Owner's Address: 209 North 4th Street Cannon Falls, MN 55009 Job address: 136th Avenue Legal Description: SW 1/4, NW 1/4, S 45, T 30 N, R 18 W Township: Richmond County: St. Croix Subdivision Name: Red Pine Corner Lot Number: 41 Block Number: Parcel I.D. Number: 026- 1130 -41 -000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications - Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot Plan 'N,r Designer: Roger Nelson License Number: MP 226497 Date: 09/16/05 Phone Number: 715 - 273 -4444 Signature: A, /,�� Y 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 4.0 (R. 04/03) Page 1 of 8 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 400.00 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. 600.00 Design Flow (gpd) 2.50 Site Slope ( %) 97.10 Contour Line Elevation (ft) 41.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y J Pressure Disribution Information network? Enter Y or N (c or e) a Center or End Manifold 4.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 12.00 ft /orifice 2.00 Forcemain Diameter (in) 35.00 Forcemain Length (ft) Does the forcemain drain back? Y 87.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 5.71 Forcemain Drainback (gal) 10.27 Vertical Lift (ft) 46.79 5x Void Volume (gal) 0.34 Friction Loss (ft) 52.50 Minimum Dose Volume (gal) 17.10 Total Dynamic Head (ft) 20.60 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x x 1.00 1.50 1.25 x x 2.00 1.50 x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1200.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Weiser 800 - 325 -8456 1 Manufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) Zabel 1- 800 - 221 -5742 Filter Manufacturer 22.24 Dose Tank Volume (gal /in) IA100 Filter Model Number WE IManufacturer Project: Deslauriers 4 bedroom Mound system Page 2 of 8 End Connection Lateral Layout Diagram Laterals centered over the A & B dimension + = Turn -up wf be 11 valve or of ea n out pl u g P .I All laterals are identical I<- X—�I Holes drilled on the bottom of the lateral equally spaced S Force main connection via tee or cross to manifold at any point. Laterals & force main of PVC Sch 40 (per COMM Table 54.30 -5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.06 ft Lateral Length (P) 73.44 ft Orifices per Lateral 25 Lateral Spacing (S) 4.00 ft Orifice Density 12.00 fe /orifice Lateral Flow Rate 10.30 gpm Manifold Length 4.00 ft System Flow Rate 20.60 gpm Manifold Diameter 1.25 in Total Dynamic Head 17.10 ft Forcemain Velocity 2.10 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 in. min. Tank component is properly vented �- Alternate outlet location Forcemain diameter Weiser 800 - 325 -8456 Manufacturer 2 in. Cap acityl 800.00 Gallons Volume 22.24 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 21.61 480.62 B 2.00 44.48 C Pump off elevation (ft) C 2.36 52.50 87.83 D 10.00 222.40 D Total 1 35.971 800.00 il Dose tank elevation (ft) 3" Bedding un er tank. 87.00 Alarm Manuafacturer IS. J. Electro Systems Alarm Model Number 1101 HW Pump Manufacturer JGoulds Pump Model Number I PE 31 Pump Must Deliver 1 20.60 gpm at 17.10 ft TDH Project: Deslauriers 4 bedroom Mound system Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name Installed by Nelson Plumbing Phone 715 - 273 -4444 POWTS Regulator's Name St. Croix County oning Phone 715 -386 -4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1200 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600 ft Maximum FOG 30 mg /L Type of Wastewaterl 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 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. 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 ............... Grade \-/If 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: Deslauriers 4 bedroom Mound system Page 5 of 8 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 [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 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 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. 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 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: Deslauriers 4 bedroom Mound system Page 6 of 8 L(F GOULDS PUMPS Su bmersible Effluent Pump J PE SPEGFICATIONS MOTOR FEATURES Pump — General: General: r Corrosion resistant • Discharge: 1 'A" NPT • Single phase construction. • Temperature 1104 (4K • 60 Hertz ■ Cast iron body. maximum, continuant when • 115 volts ■ Thermoplastic impeller and fully submerged. • Built-in thermal omrbad pro- cover. • Solids handling: Y" ton with automatic reset. ■ Upper sleeve and lower maximum sphere. • Class B insulation. heavy duty bail bearing • Automatic models include a • Oil- filled design. construction. APPUCATIONS float switch. • High strength carbon steel ■ Motor is permanently Specially designed for the • Manual models available. shaft lubricated for extended fdlowing uses: •Pumping range; see PE31 Motor: service life. • Mound Systems performance d'art or curve. • .33 HP, 3000 RPM ■ Powered for continuous • Effluent/Dosing Systems PE31 Pump: _ • 12.0 Maximum amps operation. • Low Pressure Pipe Systems • Maximum capacity. 50 GPM • Shaded pole design ■ All ratings are within the • Basement Draining • Maximum head: 25' TDH PE41 Motor working limits of the motor. • Heavy Duty Sumpd PE41 Pump: • .40 HP, 3400 RPM ■ Quick disconnect power card 20' standard length, Dewatering Maximum capacity: 60 GPM • 7.5 Maximum amps heavy duty 16/3 d ken with Maximum head; 29' Till • PSC design NEMA 5 -15P, three prong, PE51 Pump: PES1 Motor. 115 volt grounding plug. • Maximum capacity. 70 GPM • .50 HP, 3400 RPM • Complete unit is heavy duty, • Maximum head: 37' TDH • 9.5 Maximum amps portable and compact. METERS FEET • PSC design ■ Mechanical seal is carbon, 1 40 _.1... • ...:...:.....;..:._..i.. ...:...:. , ;... __.._.....__., cerami UNA a s tain l ess iE 1;•--;-• .. .. � , - - -+ .....,_. nnooEis: rE31, re41 PesI Steel. ......' ...a .t.... ._ .... 1. •t. . i.. e-•-' J-: ...............a-..,......._.. ? . ,. _ 35 +...'...,... MR 33, . a�, so ■ Stainless steel fasteners. .,...:. ,. 10 t ... ' . ;:. ! —► 2 GPM t fi ;. - .,..s. ..,...;..., ,..... f.... ..,...t AGENCY usnws . ..._..... - 'y.- ..— �...,. ,.1 ..I...i• t r, 9 + i J YV7 t T �.. .-_. ♦... CM us }z zo , �.� . - _ 22X UL 778 and /o 08 Stsndads 1 5 FhAR38W s e ' 6a11ds Purgx is ISO 9001 �. i...,... , ......, i 1- ' ,_.+._....t... 5 °i.....L..; s..t j T } r • t i °t .- } i 0 0 0 10 21 30 40 50 60 ` 70 GPM 80 0 5 10 15 rn GOIf�S Pl1Mp5 20, CAPACITY L 2002 Goulds Pumps E#tctive November 2002 6/ BPE31 /4' <& ITT Industries • Joe & Kattie Deslauriers 209 North 4` Street Cannon Falls, MN 55009 SW ;,NW%,S25,T30N,R18W 1 . Red Pine Corner Lot # 41 Richmond Township St. Croix County Scale I " = 40' Weiser 12001800 tank BM #1 = 100. 00'top of I "pvc pipe BM #2 = 109.20' Top of SE lot corner oft "force main i 1 1 � 1 q 3 1 1 Qa2 � q � 1 F V r � � O r y L. _ �Q�d rooms D 41 h�oksc 60 Lc* YZ ocuEct o y Page of 8 L.t Z_ r w4ki Department of commerce SOIL EVALUATION REPORT Page 1 _ of 3 ' Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must L include, but not limited to: vertical and horizontal ref9reMVPglj (BM), direction and Parcel I.D. 02 / 30 _ '! l ' percent slope, scale or dimensions, north arrow, and locatioO an'd -< istance to nearest road. Please print all 'inforn�tion Rev wed by Date Personal information you provide may be used for go" (PriJeey Lbw, s. 15.04 (1) (m)). F� , Property Owner Property Location 'i ;r,ri !Govt. Lot SW 1/4 NW 1/4 S 25 T 30 N R 18 (or) W Property Owner's Mailing Address 7 ). CCK) X 1 Lot # Block # Sutxi. Name or CSM# 1 COvr:T� City State Zip Code ❑ City Village J UTown Nearest Road S ring Lake P4Lrk, M.5543g[-(/611 J - Richmond 1 40th Rt ® New Construction Use: Ea Residential / NumbertiFbet f" s 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material glacial drift Flood Plain elevatio If applicable na ft• General comments and recommendations: mo @ el. 98.10', based on contour line of el. 97.10' ❑ Boring .Q- ❑ Boring # l e 97.50 43 1 pit Ground surface elev. ft. Depth to limiting factor ��- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff° 1 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 _ 1 none L 2msbk r� sicl 2msbk mfr •`{ 3 19 -43 4 4 none 4 3 -75 5yr 4/4 c2d7.5yr 5/6 scl'� 2msbk mfr na na 4 z Boring Boring 2 g El Pit Ground surface elev. 97.50 ft. Depth to limiting factor 4 �! - -- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1 � sicl ' Y 3 1- - -;� Fri r r!e oil S l Lf Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 150 mg/L 4atealuabon'Conducted fluent #2 = BOD < 30 mg and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Gar L. Steel 02298 Address Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 11 -11 -2000 715 - 246 -6200 f � w Property Owner Oak%UCd Land D2V, Parcel ID # pending Page 2 of 3 F- Boring # E Borin 96.50 50 31 [3 pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fti in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efl#1 'Eff#2 1 71- 1 2 _ 4 6 y .� 5 50 -70 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil licetion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring # F] El Pit Boring Ground surface elev. ft. Depth to limiting factor in. Soil Rplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mgA- ' 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. SBD -8330 (RAM) r STEEL'S SOIL SERVICE Gary L. Steel Oakwood Land Development 1554 200th Ave. CSTM2298 SW4NW4 S25- T30N -r18w New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #41 -Red Pine Corner This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. �1 11 =40' top of 1 " pvc pipe @ el. 10.00' �.,Idt. M� = top of SE lot corner @ el. 109.20' WN It r n R � r �` N Gary L. Steel. 11 -11 -2000 i 1 7 `� _______.__ �_________,. 18 (Dq Co __r -- ------- ---- .0e Pm. 3 s � t • ` t t ,. Z 6. J L N f N O r. 5y"� 04elz 406.32' t 1536.78' 89'52'26" 1 569.78' f I ------ OVERALL EAST - WEST 1 { { f ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer 4:ff/ d SL, 4u (P.. t t-9 S Mailing Addres © l AJ �� C ^J N 6 'J r—At /�'lA) ,5 25 9 v r � � Property Address l / V C (Verification required from Planning & Zoning Department for new construction.) City /State Parcel Identification Number (9 Z —113o LEGAL DESCRIPTION 1 � .. (( 101 J Property Location 1 /4 , !V W 1 / 4 , Sec. , T 3(� N R 0 W, Town of 1 C'd' J(D Subdivision r (t s C&P Jc , Lot # . Certified Survey Map # , Volume , Page # Warranty Deed # 9 C5 7 3 ,� , Volume `� Page # ©3 2 Spec house yes no Lot lines identifiable Ov no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my /our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms SIGNATURE OF LICAN S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) U) 2. 8 9 S P 0 3 2 807369 ! KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI DOCUMENT NO. WARRANTY DEED RECEIVED FOR RECORD 09/23/2805 18:3OAH WARRANTY DEED EXEPPT t This Deed, made between Jeffrey Peters and Kimberly Peters. as husband and wife survivorship marital oroperty , Grantors, and Joseph REC FEE: L1.00 M. Deslauriers and Katie M. Deslauriers, as husband and wife TRANS FEE: 119_ 70 COPY FEE: survivorship marital oroperty Grantees, WITNESSETH, That the said CC FEE: Grantors, for a valuable consideration conveys to Grantee the following PAGES: 1 described real estate in St. Croix County, State of Wisconsin:: RETURN TO: Lot Forty One (41), Plat of Red Pine Corner in the Town of SCAT Richmond, St. Croix County, Wisconsin. 252 S. Knowles Ave. New Richmond, WI 54017 PID #: 026- 1130 -41 -000 Together with all and singular the hereditaments and appurtenances thereunto belonging; And Grantors warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easements, restrictions, and covenants of record and will warrant and defend the same. This is not homestead property. Dated this 22n day of September , 2005. _ (SEAL) (SEAL) Jeffr et (SEAL) EAL) Kimberly Pet rs AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN } } ss. authenticated this day of COUNTY OF St. Croix } Personally came before me this 22 day of September , 2005 the above named _ ' Jeffrey Peters and Kimberly Peters to me TITLE: MEMBER STATE BAR OF WISCONSIN known to be the persons who executed the (If not, foregoing instrument and acknowledge the authorized by §706.06, Wis. Slats.) sa THIS INSTRUMENT WAS DRAFTED BY ' indsav M. reap LOBERG LAW OFFICE Notary Public St. Croix County, Wis. My Robert L. Lobera Commission is permanent. (If not, state (Signatures may be authenticated or expiration date: -15 -2009 ) acknowledged. Both are not necessary) Ig /S,-,J r� - L LtC,- SSn t16� ., ,�,9� 0 b