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HomeMy WebLinkAbout030-1075-95-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes (Privacy Law. s.15.04 (1)(m)J TOWN OF SAINT J TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic f 5 12it. r b DU Dosing Aeration TANK SETBACk INFORMATION TANK TO �FIL WELL BLDG. Ventto Airintake ROAD Septic 3G, !e 3 N Dosing ` p�A � 7 0 ' Aeration Holding PUMP/SIPHON INFORMATION �eC Manufacturer 1// Demand �< Ge- GPM Model Number TDH Liltp Fricti Loss System ad ' TDH Ft .75 Z5 Forcemain Len th Iso` Dia,2 y. Dist. to well /3 ` SUIL A13SORPTIUN SYSTEM ELEVATION DATA* St. Croix 030-1075-95-0001 27.30.19.265C I oo. 8G 16o STATION BS HI FS ELEV. Benchmark H•o31oz.►L 78.l3 Alt. BM Bldg. Sewer -70 St/Ht Inlet ro.6� yo • � SUHt Outlet Dt Inlet Dt Bottom IZ.`l5 8.y/ Header/Man. 3.35 Dist. Pipe 3. 35 18 . S t Bot. System . 1 / 98• 2 1 Final Grade (oh}o0r 5, 11 17. a5 BEDITRENCH DIMENSIONS Width 6 1 Length 75 t rent es /J PIT DIMENSIONS No. Of Pits Inside Dia. SETBACK SYSTEM TO RpL,3 P/L BLDG IWELL LAKE/STREAM I LEAC I G M nu c[ur INFORMATION CHAMB U Type Of System ^(/1 OV KV Z7' 511 / %�� oriel u ber: UW I KIHU I IVN SY, I CM Header/Manifold 1 Z Distribution r t % Pipes) I 3 '36 •" 2- x Hale Size 3 �• x Hole Spacing ` Z ',53 Vet to Air Intake 04.0 %4 Length Length Dia / Spacing . ✓( SVIL L UVtK w_ I J, %F — X Pressure Systems Only XX Mound Or At -Grade Svstams Only %n K111- 1 n OapW-Guar- v, m�y` BedrtTEneh9ealeL/2. 9Z V Depth Over Bad/Trench Etlges') Z 1, xx Depth \of Topsoil m Seeded/Sodded XYes No xx Mulchad J'es F1 No COMMENTS: (Include code discrepencies./p'ersons present, etc.) Location: 1381 62ND ST--tf'�LeLhjr d (, w 1.) Alt BM Description = y A y,+ C ovL- 2.) Bldg sewer length = (p 1j ' -amount of cover = '7 Inspection #1: r„/L/ / Zo COO' I spection #2: I'IewY lo.avM'+ Plan revision Required? F Yes No 1'5 S i Use other side for additional informatio X., SBD.6710 (R.3/97) Date Insepctor's Signature Can. No. -5mv -,RoaA , e3 d dphanrgr _. Caney - - .u_' Industry Services Division SLCroix 1400 Washington Ave f O. Box 7162 Sanitary Permit Number (to be filled in by Co.) = OZOZ V6 83:3 Madison, WI j707-7162 / I �1_R 2_� Sani it AppliCati Z c Transaction o22 oon2i" ✓ In accordance wi -383,2 j j2.7,`-ti'i&.-. e, submission of this form to the appropn mmental unit �- is required prior to o taining a sanitary permit. Note: Application Pones for state-owned POWTSted to Project Adder different (if than mailing address) the Department of Safety and Professional Services. Personal information ou provide may be used for secondary 1381 62"^ Street purposes• in accordance with the Privacy Law, s. 15.04 1 m Smts. IF 1. Application Information - Please Print All Information L Property Owner's Name J Parcel M Edward Sontag 030-I075-95-000 a'1.3o- 19,aGs Property Owner's Mailing Address Property location 1372 62nd Street Govt. Lot NW %y NE Yy Section 27 City, State Zip Code Phone Number Somerset, Wi 54025 I�rcle ope) T 3DN .; R.19Ea(t�J D. Type of Building (check all that apply) Lot A Subdivision Name ® 1 or 2 Family Dwelling - Number of Bedrooms NA NA Block N ❑ PublidCommercial - Describe Use ❑ City of ❑ State Owned - Describe Use - ❑ Village of CSM Number ® Town of St. Jcesph III. Type of Permit: (Chock-sply one box on line A. Complete line B ifapplicable) A. ❑ New System ® epiacement System ❑ Treatment(Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of T❑ Permit Transfer to New List Previous Permit Number and Date issued Before Expiration Plumber Owner TV. Type of POWTS S tem/Com nent/Device: (Check all thatapply) Scthd a ❑ Non -Pressurized In -Ground ❑ Pressurized In -Ground ❑ Al -Grade ❑ Mound > 24 in. of suitable soi ® ou id <24 an. o, .,..table soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) ! V. Dispersal/Treatment Area Information. Design Flow (gpd) Design Soil Applicakma Dispersal Area Required (at) Dispersal Area Proposed (sf) System Elevation 450 Rate(gpdsf) 750 1047 98.13' 0.6 VL Tank Info Capacity in Gallons Total w SZs yam-, Gallons of Units aoufacturer 9 New Tanks Existing Teaks y a. Septic in Holding Tank 1000 low 1 Wieser Concrete 0 0 ❑ ❑ Dosing Chamber 650 650 1 Wieser Concrete ® Cl 13 1 ❑ VIL Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) PIu er' S' amre MPIMPRS Number Business Phone Number John Schmitt 223760 715.760-0496 Plumber's Address (Street, City, State, Zip Code) 586 Valley View Trail, Somerset, WI54025 VIIL County/Department Use Only Approved ❑ Disapproved Permit Fee Da Issue s ' g Ageat Sign I ❑ Owner Given Reason for Denial $ IX. Co dditi ns of A roval/Reasons for Disapproval 3� %IS� EM 0 ER: � d 17 , 7. Septic tank, effluent filter and '�) P +o pN y sd C� _ @.ACA dispersal cell must be serviced /maintained as per management plan provided by plumber, cer r....�•` l� rn as per appllcabl@fthdV6ffflA 1f&!tm for the system and submit to the County only on paper not less than a in x u inches ,h s. SBD-6398 (R03/14) SYSTEM PLOT PLAN Sontag Rental Mound Project Address: 1361 82nd Street BM1 Symbol: A BM Elevation: 100.00' BM Descdpflon: Bottom of siding an the house BM2 Symbol: A BM Elevation: 88.13' SM Description: Top of phone ped Slope Gradient of Tested Area: (2%) Well Symbol (If applicable) Notes: Notes r r R Design Flow: 450 GPD Attach design flow calculations for commercial plans: Pipe Materials I ASTM Standard Tables 384.30-3 8 334.30-5 4" SCH 40 PVC ASTM 02555 2" SCH 40 PVC A D1785 11W SCH 40 PVC IASTM d1785 20.68'x92.61' mound w/ 6'x75' cell El.= 97.05' Garage No 97 W Scale: 1 r r :r er 120 VIZIIA 2% _ 9s i \� •200' 2" Sch40 / PV Farce main 3 bedroom r house Well •r3r �_ / WLP1000/850 J4 Existing sep Septic(Dose tank system to b abandoned percode It. Pond '4chOPy Property Line February 18, 2020 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2022-02-18 Plan Review: PWTS-022000213-C JOHN F SCHMITT 616 150th Ave Somerset WI 54025 SITE: Edward and Suzette Sontag 1381 62nd Street Town of St. Joseph Saint Croix County NW, NW, S27, T30N, R18W Total Amount: $250.00 DIVISION OF INDUSTRY SERVICES 2850 MIDWEST DR STE 104 ONALASKA WI 546N Contact Through Relay http://dsps.W.gov/prograrns/Defaua.wpx www.wisconsin.gov Tony Evers - Governor Dawn Crim -Secretary Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE FOR Description: Three Bedroom Mound System \ Sloping site Mound Component Manual — Ver. 2.0, SBD-10691-P (N.01/01, R 10/12), Pressure Distribution Component Manual — Ver. 2.0, SBD-10706-P (N.01/01, R 10/12), 450 GPD, 23" depth to limiting factor from original grade, Maintenance required, Replacement construction The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec.145.19, Wis. Stats. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • 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. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.54(I). • 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 acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 In granting this approval the Division of Industry Services 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, �M Gerard M Swim POWTS Plan Reviewer, Division of Industry Services (608)789-7892 — voice \ (608)785-9330 — fax ier y.swim(2wi.eov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name. Sontag Rental 3 Bedroom Mound Owners Name Edward Sontag Conditionally Owners Address 1372 62nd Street APPROVED DEPT. OF SAFETY AND PROFESSIONAL Somerset, WI 54025 SERVICES Legal Description: NW1/4, NE1I4, S27, T30N, R19V DIVISION OF INDUSTRY SERVICES Township St Joseph •V.`C�Ci/1 County St. Croix CJ Subdivision Name: NA SEE CORRESPONDENCE Lot Number: Block Number Parcel I.D Number 030-1075-95-000 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 Septic and Dose tank specifications Page 8 Effluent filter information Page 9 Pump specifications and curve Page 10 Plot plan Page 11 Septic tank maintenance agreement Page 12 Warranty deed Page 13 CSM Attachment Soil evaluation report Designer: John Schmitt License Number 223760 Date: 2/10/2020 Phone Number: 715-760-0486 Signature L l(, Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-1` (N 01101 ) and both SSWMP Publication 9.6 Design of pressure Distribution Networks for ST-SAS (10/81) and Pressure Distribution Component Manual Ver 2.0 SBD- 10706-P (N 01/01) Version 7.0 (R. 03/2012) Page 1 Mound and Pressure Distribution Component Design Design Worksheet (R or G i R Residential or Commercial Design Estimated Wastewater Flow (gpd) Peaking Factor (e.g. 1.5 = 150%) Design Flow (gpd) Site Slope (%) Contour Line Elevation (ft) Depth to Limiting Factor (in) In -situ Soil Application Rate (gpdW) 300.00 1.50 450.00 2.00 97.05 23.00 0.60 Distribution Cell Information 75.001 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/fe) 1 Influent Wastewater Quality (1 or 2) (C or E) Pressure Disribution Information Center or End Manifold Lateral Spacing (ft) Number of Laterals Orifice Diameter (in) Estimated Orifice Spacing (ft) _ Forcemain Diameter (in) Forcemain Length (ft) Pump Tank Elevation (ft) System Head (ft) x 1.3 Vertical Lift (ft) Friction Loss (ft) In4ine Filter Loss (ft) Total Dynamic Head (ft) C 3.00 4 0.188 2.50 2.00 200.00 85.00 3.25 12.72 6.39 0.00 22.36 Lateral Diameter Selection in. dia. options choice 0.75 1.00 1.25 x 1.50 x x 2.00 x 3.00 x Note: Sand fill (D) calculations assume a Table 383-44-3 in -situ soil treatment for fecal coliform of -= 36 mules. 6.00 Cell Width (ft) Are the laterals the highest point in the distribution network? Enter Y or N If N above, enter the elevation ft of the highest point. 7.50 flz/orifice Does the forcemain drain back? Enter Y or N Forcemain Drainback (gal) A 5x Void Volume (gal) Minimum Dose Volume (gal) System Demand (gpm) Manifold Diameter Selection in. dia. options choice 1.25 1.50 x x 2.00 x 300 Gallonslinch Calculator loptionali Treatment Tank Information Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete IManufacturer galfin (enter result in cell B49) Dose Tank Information Effluent Filter Information 650.00 Dose Tank Capacity (gal) POLYLOK Filter Manufacturer 17, 001 Dose Tank Volume (gal/in) 525 Filter Model Number Wieser Concrete IManufacturer Project. Sontag 3 Bedroom Page 2 Mound Plan and Cross Section Views -t 1 J Observation Pipe K 1 o D/10 OW A IN I -j .- B L Mound Component Dimensions Al6.00 ft E 14.44 in H 1.00 ft K 8,81 ft B 75.00 ft F 9.50 in 7.96 ft L 92.61 ft DI 13.00 in G 1 0.50 ft J 672 It W 20.68 ft 450.00 (ft) Dispersal Cell Area 1047 21 (ft2) Basal Area Available 6.00 (gpdfft) Linear Loading Rate 7 50 (ft) 1l10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 99.93 (ft)— ;;;, Q G H 1 F Dispersal cell " 98.63 (ft) Lateral 98.13 (R)—►/ — Invert Dispersal Cell r] Elevation E D[ 0 97.05 (ft) Contour Elevation 2 0 % Site Slope Geotextile Fabric Cover Shading Key a $ T Dispersal Cell See lateral details on 1� ®Topsoil Cap c 1.5 ft Page 4 for number. size. Subsoil Cap a G © and spacing of laterals. ASTM C33 Sand A 0 m / — Laterals are equally Tvniwl Lateral spaced from the Tilled Layer c w 0 5 ft distribution Cell's ©0 Aggregate a'o © centerline in the A distribution cell (AxB). Project: Sontag 3 Bedroom Page 3 Center Connection Lateral Layout Diagram Number of Laterals Lateral Diameter Lateral Length (P) Lateral Spacing (S) Lateral Flow Rate System Flow Rate Total Dynamic Head Orifice Diameter Orifice Spacing (X) Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and —0 SPS 316.300 WAC Tank component is properly vented Wieser Concrete Capacityl 650.00 Volume 1 17.00 Manufacturer Gallons gat/inch Dimension Inches Gallons A 19.36 329.06 B 2.00 34.00 C 5.88 99.94 D 11.00 187.00 Total 38.24 650.00 Alarm Manuafacturer JSJE Rhombus Alarm Model Number 1 1036378 T A :�B C D Pump Manufacturer Zoeller J Pump Model Number 153� Pump Must Deliver 39.32 gpm at 22 36 ft TDH Locking cover with warning label and locking device and sealed watertight 4 in. min. I Alternate outlet location Forcemain diameter ---1 2 in. Weep hole or anti - siphon device P'� ump off elevation (R) 85.92 Dose tank elevation (n) 85.00 Note Switches containing mercury may not be used in this system Project: Sontag 3 Bedroom Page 4 Mound System Maintenance and Operation Specifications Service Provider's Name I John Schmitt Phone 715-760-0486 POWTS Regulator's Name I St. Croix County Zoning Phone 715-386 4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle SizeM1O in Estimated Flow - Average 300 gpd Maximum BOD5mg/L Septic Tank Capacity1000 gal Maximum TSSmg/L Soil Absorption Component Size 450 fi Maximum FOGmg/L Type of Wastewater Domestic Maximum Fecal Coliformcfu/100 mL Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound ! t1,ef Service Frequency Inspect and/or service once every 3 years Should inspect and clean at least once every 3 years Test once every 3 years Should test month) Laterals should be flushed and pressure tested every 3 years Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, 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 vi 6-8" Diameter Lawn Sprinkler Valve Box Distribution Threaded Cleanout Plug or Ball Valve Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project Sontag 3 Bedroom Page 5 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm Code, and shall maintained in accordance with its' component manuals (SBD-10691-P (N.01/01, R. 10112), SSWMP Publication 96 (01181), and Pressure Distribution Component Manual Ver. 2.0 S8D- 10706-P (N. 01/01, R. 10112p and locator 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 SPS 383.33. 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. 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 fitter 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 fitter 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 113 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, alarmsand 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'$ 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 BODe. 150 mg/L TSS. and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5. 30 mglL TSS, 10 mg/L FOG. and 104 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 d 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. Pondirg levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additionalmore 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 fads to accept wastewater or begins to discharge wastewater to the ground surface. it sill 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 POWiS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 5 m N WLP1000/650—MR TANK SPECIFICATIONS DIMENSIONS: 146" WALL.- 3" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 54 1/2' O.D- LENGTH: 146" O.D. LENGTH: — '0- — — — — — _ WIDTH: 84" O.D. BELOW INLET: 43" O.D. ��4" CAST -A -SEAL IIII4" CAST -A -SEAL LIQUID LEVEL: 38' I IIIIWEIGHT. 14,940 LBS. 7INLET m24 / AND OUTLET: 4' CAST -A -SEAL BOOT OR EQUAL \ YPGASKET, CAST -A -SEAL BOOT OR EQUAL 11 IIII INLET AND OUTLET BAFFLE AND FILTER: FILTER OR WISCONSIN, SEE DETAIL /10 BAFFLE IIII (OTHER STATES SEE CHART) LIQUID CAPACITY: 26.3 17.00 GAL�N PUMP)) LOADING DESIGN: 8' 0' UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC. SEPTIC/ PUMP 4" VENT OR SEPTIC/SIPHON a w COVER: MIX DESIGN /8 NO FIBER) '^ TANK: MIX DESIGN #10 (STRUCTURAL FIBER) —_ _— CUSTOMIZED TANKS: INLET -- _ _ OUTLET FOR CUSTOM TANKS CONTACT WIESER CONCRETE ,n a 3' `---- ——JL--r.--� PUMP PAD DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: TAWS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS PRODUCTS NEEDED Rv; NK i� SIDE VIEW W` r N W Y � o u% z OD e Z OD �o � N r LU7 W Do o N n s ":wvSPo^s •r, ^•e:asi e:,,,1�+ ,y Zanei h Wa¢rwattr orp;r�rts PL-525 Filter PL-525 Effluent Filter The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16` filtration slots. Like the Polylok PI. 122, the Polylok PL-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. Ieainres: • Rated for 10,000 GPD (gallons per day). • 525 linear feet of 1/16" filtration. • Accepts 4" and 6" SCHD 40 pipe. • Built in gas deflector. • Automatic shut-off ball when filter is removed. • Alarm accessibility. • Accepts PVC extension handle. PI -;^_S Installation: Ideal for residential and commercial waste flows up to 10,000 gallons per day (GPD). 1. Locate the outlet of the septic tank. 2 Remove the tank cover and pump tank if necessary. 3. Glue the filter housing to the 4" or 6" outlet pipe. If the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PI. 525 filter into its housing. 5. Replace and secure the septic tank cover. Pi -i2:, 41airtenance, The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. 5c rvicing should be done by a certified septic tank pumper or installer. 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL -525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. 7. Replace and secu re septic tank cover. 1/16" Filtration Slots 10,000 GPD ` l C &=C4 sCHD,4 0 ripe Alan Switch (Optional) G'— accepts I" PVC tension Handle Rated for 525 Linear Ft of 1/ 16" Filtration Slots ® Certified to da NSF ANSI Standard 46 U«td.1or 1011,1tI II!.a Aia!In Pulvlok, Zabel A Best filters accept the SmartFilterA sr•itch and alarm Gas Deflector 71t�., malic ulNfBall I dead a: l ok6 Easily installs into existing tanks Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9569 Fax: 203 284.8514 www.polylok.cum Page 8 g GU W PUMP PERFORMANCE CURVE MODEL 1511521153 I so I I I �/ a on 4- 2 -I 5 H .. 3C 4U 6""fi0 fi FO a1 {U aA40r13 1( LI1En5 ] p ]U 1 164 ICa 310 2m ]2a 3fr, F Ory KAIaraTE . . a11506A CONSULT FACT ORYFOR SPECIAL APPLICATIONS • Timed dosing panels available • Electrical alternators. for duplex systems. are available and supplied with an alarm • Variable level control switches are available for controlling single phase systems • Double piggyback variable level float switches are available for variable level long and short cycle controls • Sealed Owlk-Box available for outdoor installations - See FM1420 • Over 130'F (54'C) special Quotation required 151151153 Senes - I51n5N153_ MODELS Can" selection Model Voft*h Mena Amps _ ..-Simple ' Duplex_ _ N151 115 1 Non 6.0 1— t_-2 ar3 BN151 _. .. 115 1 _._.._. Auto _80---._Indutle.._— tl Y 2or3 Et 5t ._I R_ r__o— 1_ _._­r.__-_ r—o__ BEts 230 t --Auto 31 _ intludetl Zara_ 1 N152 r15 1 _ Non 85 1 2m3 BR152 115 1 _ Aide 8 5 Included 2 or 3_ E152 230 1 Non ,f3 1 -' 2 or 3 BE19 330i Autos 43 Inclutletl 203 N153 115_ 1 1 Non 105 1 I 2w3 8Ni53 115 1 AWD 105 _ Indutletl 2or3_ E153 230 1 53 1 2ar3 eE153. __Non 330 / Auio 5 3 ncludeO .I 2 - 3- SELECTION GUIDE 1. Single piggyback variable level float swatch or double piggyback variable level Owl switch Refer to FMO477 2, See FM0712 for coned model of Electrical Alternator E-Pak. 3. Variable level control switch 1 M743 used as a control activator, specify duplex (3) or i4) float system a cAutlaN A. eat -an ,,.cr+ry Pill, c ,, .xti ilJ. i r 1.1.-1 nae:ised electric: an Al elecbma' and saleip (oUee,]ooi I be •o • ..n .0 iu6 y If- .,'D611e4NiI Nallenal Ele.-tncai C(Je INE! anal 1` 01'_ IPA'.-11 i,,It, ann -411 Ac:.OS•'A. TOTAL DYNAMIC HEADIFLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 1 151 Feel enms Go Lams 152 Gw Llimi 153 GO I Lear, 5 415 1 50-1-, 189 59 1 26, ii 1 Mt 10 1 30 45 Its 61 231 70 265 'S A6 N 0 53 201 at Al _p-81 29 110 sb 167 52 197 _25 76 -. 16 61 34 129 42 '59 30 91 - - 23 87 M 125 35 10 7 j 22 as 40 122 Slxacafl8am 308 191m 38t 01arid "It (134m) Model 151 67]] 1 Y' Its t \4 ]1B I ] r 1 raevu r 9x2W Models 1521153 _am 1"rer �- "Easy assembly' '�_:. 1`.� [mndmxsarge rice R tic a ate+ OPTIONAL PUMP STAND P.'N 10.2421 • Reduces potential dogg6lg by debris • Replaces rocks or bricks under the pump • Made of durable, noncorrosive ASS Raises pump 2' oft bottom of basin • Provides the ability to raise intake by adding sections of 1'6• or 2' PVC piping • Attaches securely to pump Accommodates sump, dewatering and effluent applications NOTE: Make sum Mort is free from obstruction. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. i9 Copyright 2010 Zoeller Co. All rights reserved Page 9 SYSTEM PLOT PLAN Sontag Rental Mound Project Address. 1381 62nd Street SM1 Symbol: & BM Elevation: 10000' BM Description: Bottom of aiding on the house BM2 Symbol: Q BM Elevation: 98.13' BM Description: Top of phone pad Slope Gradient of Tested Area: (2%) Well Symbol (if applicable) Notes. Notes A Design Flow: 450 GPD Attach design flow calculations for commercial plans: Pipe Materials 1 ASTM Standard Tables 384 30-3 & 384,30-5 4" SCH 40 PVC I ASTM D2665 2" SCH 40 PVC I ASTM D1795 1112' SCH 40 PVC I ASTM Was 20.66'x92.51' mound w/ 6'x75' sell M2 Contour line El = 9Z05 Thouse Scale: V = W 0 60 90 120 96 T — 97 2% 98 200' 2" Sch40 PV Force main Septic/Dose tank Pond I Existing septic system to be abandoned as per code L15YIA Property Line ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Edward Sontag Mailing Address 1372 62nd Street Property Address 1381 62nd Street City/State (Verification required from Planning & Zoning Department for new construction.) Somerset LEGAL DESCRIPTION Panel Identification Number 030-1075-95-000 Property Location NW '/" , NW y, , Sec. 27 T 30 N R 1 9 W, Town of St. Joseph Subdivision Plat: Lot # Certified Survey Map # /U t A- meo a:w.w4fnimlfft" $If Spec house clyesdto Volume Page # (before 2007)Volume , Page # Lot lines identifiable Oyes❑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 §SPS. 383.52(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. Uwe, 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 Safety And Professional Services 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. 1/we am/am the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms 3 02/14/20 SIGNATURE OF CANT(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 trade in the warranty deed. (REV. 04112) F 77 w� w 4nwK�oaeo,.a oie u.,w Namwm. pW hapum io waam joiuv�'wbuol i M10{V�iwa�mB IW �� Ww Wl a3M1V7�91U ., t F4 om. FE, ads C���G,DSafetmeOUATI (� #20'(�Professionals cesOCT 3i .1 com Page 1 of 4 �_.�. � Schmitt Soil Testing, Inc. in hRuuY Attach complete site plan on papaLnlesa*A�f unt iRs' Plan must inducts, but not limited to: verticalzontAl� ,direction and percent slope, scale or dimensionrrow, and location and distance to nearest road. Please print all Information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). CountySt. Croix Parcel I.D. 030 1075 85-000 e wed By Dally I Gvc,U Property Owner Sontag, Edward & Suzette Property Location Govt. Lot NW1/4, NWt/4, S27, T30N, R19W Property Owner's Mailing Address 1381 62nd Street Lot # Blodt # Subd. Name or CSM# 6.0 Acre Parcel City State Zip Code Phone Number Somerset WI 1 54025 715-549-6579 City E Village [7] Town Nearest Road St.Joseph 62Nd Street New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe: Parent material Glacial Till (Jewett Silt Loam) I Flood plain elevation, if applicable NA ft. General comments Area Is suitable for a mound system. System elevation is 98.14' based cif a contour line established at 97.05'.Slope of area is 2%. and recommendations: Depth to limiting factor is 23'. Boring # E Boring / I ''. Pil Ground surface elev. 96.85 It. Depth to limiting factor 25 in. Sca Application Rafe J Horizon Depth in. Dominant Color Munsell Redox Description Cu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. ConsistenceBoundary Roots GPD/R' •EfN1 'Ee#2 1 G-10 10yr3/3 none I 2mgr mvfr as 2vf 0.6 0.8 2 10-14 10yr5/3 done slid 2msbk mfr gw 2vf 0.4 0.6 3 14-25 7.5yr4/4 none 9d 2msbk mfr gw 2vf 0.4 0.6 4 2547 7.5yr4/4 "� 6 fsI Om mfr Cr --- 0.2 0.5 5 47-68 Sy"/4 Wp 7.5yr6/6 lWffi/2 sl om mfr --- 0.2 0.6 Boring # ❑ Boring / Pit Ground surface slay. 96.10 ft. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDMF •EtUt 1 •002 1 0-9 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8 2 9-19 10yr5/3 none slid 2msbk mfr gW 2vf 0.4 0.6 3 19-23 7.5yr4/4 clone 51 Ini mfr gw 0.4 0.7 4 23-54 Syr4/4 m2d7.5y2/6 A Om mfir — -- 0.2 0.6 L *Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODst 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature. CST Number Thomas J. Schmitt, L , 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 10/23/2019 715-760-1978 Sao- "(ammo) Property Owner Sontag. Edward & Suzette _-- Parcel ID# 030-1075-95-000 Page 2 of 4 3] Boring # ring [] Pit Ground surface elev. 97.05 1t Depth to limiting factor 24 in. Soil Appl=tion Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' 'ERA1 I 'Eft#2 1 0-10 I0yr3/3 none sil 2mgr mvfr as 2Vf 0.6 0.8 2 10-16 MAS/3 none sil 2nlsbk mfr gw 2vf 0.6 0.8 3 16-24 7.5yr4/6 none 51 imsbk mfr gw 1vf 0.4 0.7 4 24-40 Syr4/4 in3i 7.5yr6/6 fsI 0nl mfr cs 0.2 0.5 5 40 56 5yr4/4 m3p 7.5yr6/61 2 sl Om mfi -- 0.2 0.6 ❑ J Boring Boring # - pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz, Cont. Color Texture Structure Gr. Sz. Sh. 'Consistence Boundary Roots GPDM& '0191 -Elf#2 Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. _� Soil Application Rate Horizon Depth in. Dominant Color Munsell RedoxDescription Cu. Sz. Cont. Color Texture Structure ,Consistence Gr. Sz. Sh. Boundary Roots GPDNe -EfW1 'EtI#2 ' Eflluem #1 = BODs> 30 < 220 mglL and TSS >30 < 150 rngt • Effluent #2 = BODs <- 30 nV& and TSS -c30 mWL 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 M 608-264-8777. SBD4330 (R,07M) SNmNt Sod TeSWV, tnc. v R- 0 M 62ND I I I iEDWARD 8 SUZETTE SONTAG RA4 138162ND STREET SOMERSET, WI 54025 �. _ _ _ _ _ _ PID: --1075-95-000 _- �•96 96, ' B2 L 4 50' B1 ` 36, �•97' I /. �M 2 22' op I % Slope i• tEET aoa / 8M 1 100' Bottom of Siding on house • BM 2 98.13' Top of tebphone pedestal 01 IContour Lim 97. �•�•`�•' BM 1 / HOUSE eS ® � SEPTIC�AjK } ' I WELL �• 1W I99 • Approximate Existing DrainheM A I \ \ / POND \ \ 1 St Croix County, WI Legend Lakes and Rivers Rivera and Sheams _ orw xwmr. InteMetec -- US Highways Slate Highways County Hghways IRoads Rustk Roads Ramps Road Right of Way srw s.r wsaawv RsihoMe -- Conveyance Onfton 0 20 40 BOR DISCLAIMER: This map is not guaranteed to W eceurate, corrscl, mment, or complete ads conclueions drawn are me respnnebihty of the lot,1J —V41�/