Loading...
HomeMy WebLinkAbout038-1241-03-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No GENERAL INFORMATION (ATTACH TO PERMIT) 600325 State Plan ID No Personal information you provide may be used for secondary purposes [Privacy Law, s.15.D4 (1)(m)] 3088931 Permit Holder's Name: City Village Township Parcel Tax No Valley View West Investments TOWN OF STAR PRAIRIE_ 1 038-1241-03-000 CST BM Elev. Insp. BM Elev BM Description: Section/Town/Range/Map Ne: 17.31.18.1305 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt.- M Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header/Man. Aeration Dist. Pipe 31 L2 Holding Bot. System k PUMP/SIPHON INFORMATION Final Grade Manufacturer Demand St C Y?f l 'J GPM Model Number _ TDH Lift jr Friction Loss System Head TDH Ft Forcemain Lengt Dia. Dist to Well r r 4 SOIL ABSORPTION SYSTEM BED/TRENCH Width Length / No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS e SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole size, x Hole Spacing Ventjo Air Intak Pipe(s) r Z n Length Dia Length / z Z-; Dia- Spacing 1(. < t d+,. SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of _ xx Seeded/Sodded 1xx Mulche Bed/Trench Center Bed/Trench Edges Topsoil l Yes No _ Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1 4 Inspection #2:/tom Location: 934 216TH AVE 1-) Alt BM Description = p 2.) Bldg sewer length = I f 'l ~f~i(ykn ~v`kR - amount of cover = I/ „~D n 1},~., c A f-ur tih;z Required? Imo' Yes No Plan Use other revision side for additional information. Date Insepctor's ur Cert. No. SBD-6710 (R.3/97) l_ IDD r` DOl y' xE~~nn~~ti, County I / Safety and Buildings Division C (4,1 X y~K? 0 $ f ' 3 0 NIB 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) yl, p S Madison, WI 53707-7162 six County 31 AJLD 666 G C Sanitary Permit Applicati StateTransacti°°qN°Gmber oo. _41 In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit $ (7 / ' is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. ` fy 1. Application Information - Please Print All Information Propert y,0 er's Nam Parcel # 1 /111~' Arc" Property O er's Mailing Address Property Location f - Govt. Lot _ City, State Zip Code Phone Number /4,~(/ ~ /4, Section ~z y Je (circle on T ,51 N; R~ Eo& II. Type of Building (check all that apply) Lot # 1 or 2 Family Dwelling - Number of Bedrooms Subdivisio Name / Q~ GvD Block # L2 ,F Ir ❑ Public/Commercial - Describe Use ❑ City of ❑ State Owned - Describe Ij e CSM Number ❑ Village of (v ?S Town of j 4~ , x a III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Transfer to New List Previous Permit Number and Date Issued ❑ Permit Renewa Permit Revision ❑ Change of Plumber Before Expiration Owner - IV. T e of POWTS System/Component/Device: (Check all that apply) ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade :9 Mound > 24 in. of suitable soil ❑ Mound < 24 i~f sui able soil ❑ Holding Tank ❑ Other Dispersal Component (explain) Pretreatment Device (explain) V. Dispersal/Treat ent Area Information: , Design Flow (gpd) Design Soil Application Rate(gpdsfl Dispersal Area Required (s Dispersal Area Proposed (st) System Elevation 76 //3-77 9S', 3 VI. Tank Info Capacity in Total # Manufacturer Gallons Gallons Units ° O U U New Tanks Existing Tanks U Septic or Holding Tank 1 1 Dosing Chamber i VII. Respo ibility Statement- I, the undersigned, assume res nsibi ity for installation of the POyy'TS shown on the attached plans. Plumb r' ame (P nt / Plumbe s S' ature j MP/MPRS Number Business Phone Number um er's d ress ( treet, City, State Zip Code) h VIII. Count -/De at e L ApprovednPermit Fee Date ssue Issuin Aaent Si-natur ~F6.cO S2/S ~'..u~or Denial W7773& IX. Condi q rDisapprov al YN t A- cam' h uiwewse crM rust 4H b10-'2221 LOt ntc ,gS 1 96per mKJysmant plan proriciel by plumbef. A, e- X&J- W/F-~++ 0G 4-- 2. A1 iW ~ ~ must nu t ?BsM:.u;E d / a$ per appicfth CXJ61 1 ZfdAmek. JL I L&PLt- ~z ,Da -li-a, de4i Attach to complete plans for the system and submit to the Co my on on pap snot ess tha 1.1x 11 inches in size S13D-6398 (R. I 111) 4-. 3 - - - - - - - - - - - - - t I~ J r J j _ - I - ~f--~~~ f i ~~~~'RTtirr~r DIVISION OF INDUSTRY SERVICES 3824 CREEKSIDE LN o~ HOLMEN WI 54636-9466 j Contact Through Relay \ P ) http://dsps.wi.gov/programs/industry-services www.wisconsin.gov f~,0 `-v= SY4 '~ssu~N~ti Scott Walker, Governor Laura Gutidrrez, Secretary April 23, 2018 CUST ID No. 224263 ATTN: POWTS Inspector KIM A OCONN ELL ZONING OFFICE KO CONSTRUCTION ST CROIX COUNTY SPIA 504 3RD AVE E 1101 CARMICHAEL RD OSCEOLA WI 54020-8173 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/23/2020 SITE: Valley View West Investments Identification Numbers 216TH Ave Transaction ID No. 3088931 Town of Star Prairie Site ID No. 846238 St Croix County Please refer to both identification numbers, SW 1 /4, NW 1 /4, S17, T3 IN, R18 W above, in all correspondence with the agency. Subdivision: Hidden Ponds; lot 3 FOR: Description: Three Bedroom Mound System \ Sloping site \ REVISION Object Type: POWTS Component Manual Regulated Object ID No.: 1745709 Revision; Maintenance required; 450 GPD Flow rate; 26 in Soil minimum depth to limiting factor from original grade; System(s): 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); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The approved changes will become an addendum to the plans that were previously approved on 2/2/18 under Transaction ID No. 3056741. 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 %..ONDI compliance with all code requirements. APP No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, DEPT OF stats. PROFESSIO The following conditions shall be met during construction or installation and prior to occupancy or use: DI VI'ION OF IN 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. c r_ • 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 See. 145.20(2)(d), Wis. Stats. • All POWTS component piping material shall be SPS 384, Wis. Adm. Code compliant. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • 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. KIM A OCONNELL Page 2 4/23/2018 , Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • 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. SPS 383.54(l). • 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. 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, Fee Required $ 85.00 Fee Received $ 85.00 Balance Due $ 0.00 Gerard M Swim WiSMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (608)789-7892, Mon - Fri, 7:15 a.m. - 4:00 p.m. jerry.swim@wi.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Mon-fri, 8:00 A.M. - 4:30 P.M. KIM A OCONNELL Page 2 4/23/2018 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • 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. SPS 383.54(1). • 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. 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 comnliance. 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, Fee Required $ 85.00 Fee Received $ 85.00 Balance Due $ 0.00 Gerard M Swim WiSMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (608)789-7892, Mon - Fri, 7:15 a.m. - 4:00 p.m. jeri-y.swim@wi.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Mon-fri, 8:00 A.M. - 4:30 P.M. MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name: Valley View West Investments Owner's Name: Valley View West Investments Owner's Address: PO Box 395 Somerset WI 54025 Legal Description: SW-NW-sec17 T31N-R18W Township: Star Prairie County: St Croix Subdivision Name: Hidden Ponds r1O1VALLy D Lot Number: 3 Block Number: ~F]-yAt"1lf" Parcel I.D. Number: 022-1079-0000 T n~~21,9~~,: 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 Page 10 Soil Evaluation Designer: Kim A Oconn II License Number: 224263 Date: 04/07/18 Phone Number: 715-381-7917 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01, R. 11/12), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12) Version 7.0 (R. 11112) Page 1 of 9 Mound and Pressure Distribution Component Design Site Information s R` Residential or Commercial Design Note: Sand fill (D) calculations assume a { 300.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of 36 inches. 450.00 Design Flow (gpd) 4.60 Site Slope 97.60 Contour Line Elevation (ft) -_i_6.0, Depth to Limiting Factor (in) 0.60i1 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 75.OOj Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N r E Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft) __2 Number of Laterals of the highest point. 0.125; Orifice Diameter (in) 2.50 Orifice Spacing (ft) = 7.50 ft2/orifice 2.00Forcemain Diameter (in) _ 60 00 Forcemain Length (ft) Does the forcemain drain back? T~ Y 89.00; Pump Tank Elevation (ft) = ±t:;; Y or N 6.50 System Head (ft) x 1.3 9.79 Forcemain Drainback (gal) 927 Vertical Lift (ft) 67.32 5x Void Volume (gal) 0.81 Friction Loss (ft) 77.11 Minimum Dose Volume (gal) 0.001 In-line Filter Loss (ft) 24.72 System Demand (gpm) 16.58 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 I 1.50 x x 1.25 x 2.00 1.50 x I x 3.00 2.00 x 3.00 x i Gallons/inch Calculator 1 Treatment Tank Information 1000.00? Total Tank Capacity (gal) 1000 001 Septic Tank Capacity (gal) T 36.00E Total Working Liquid Depth (in) IWieser Manufacturer 27.78 gal/in (enter result in cell 649) Dose Tank Information Effluent Filter Information ! 600.001 Dose Tank Capacity (gal) Ploylock Filter Manufacturer 4 __4 16.76' Dose Tank Volume (gal/in) PL 525 Filter Model Number Weiser - Manufacturer Project: Valley View West Investments Page 2 of 9 Mound Plan and Cross Section Views T 1/10 B J Observation Pipe © 1 K - T O s❑ A W C g - I L Mound Component Dimensions ft A 6.00 ft E 13.31 in H 1.00 ft K [Aft B 75.00 ft F 9.50 in T 8.36 ft L ft D 10.00 in G 0.50 ft J 5.60 ft W 450.00 (ft2) Dispersal Cell Area 1076.71 (ft2) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.23 (ft) ,fl;, G I H F Dispersal"Cell j 98.93 (ft) Lateral 98.43 (ft)---P- Invert Dispersal Cell Elevation © E 1 . ❑ 4 4 97.60 (ft) Contour Elevation 4.6 % Site Slope Geotextile Fabric Cover Shading Key o Dispersal Cell See lateral details on 1❑ Topsoil Cap o c 1.5 ft Page 4 for number, size, 2❑ Subsoil Cap 0.0 ❑5 and spacing of laterals. ©0 ASTM C33 Sand t° `6 ry0 Laterals are equally 5 F spaced from the ®0 Tilled Layer = e, 0.5 ft Typical Lateral distribution cell's © Aggregate o u centerline in the i A + distribution cell (AxB). Project: Valley View West Investments Page 3 of 9 End Connection Lateral Layout Diagram Center the laterals over the A&edimension Turn-up va'ball valve or oleanout plug { P All laterals are iCentical If X- ) I Holes drilled on the bottom of the lateral equally spaced S Laterals &forr_emaln Sch 40 Pb'C oer SPS Table 384.30-6 Force main connection via tee or cross to rnanifold at any point. Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 73.37 ft Orifices per Lateral 30 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft2/orifice Lateral Flow Rate 12.36 gpm Manifold Length 3.00 ft System Flow Rate 24.72 gpm Manifold Diameter 1.50 in Total Dynamic Head 16.58 ft Forcemain Velocity 2.52 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC 4 in. min. Disconnect Tank component is properly vented Alternate outlet location Forcemain diameter Weiser Manufacturer 2 in. Capacity 600.00 Gallons Volume 16.76 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 21.20 355.29 B 2.00 33.52 C Pump off elevation (ft) C 4.60 77.11 89.67 D 8.00! 134.08 D Total _ _35.80 600.00 Dose tank elevation (ft) 3" Bedding un er tank. 89.00 Alarm Manuafacturer ~RJS Rhombus ? Alarm Model Number hank alert containing mercury may not be used in Pump Manufacturer Goulds this system. Pump Model Number !APE 51 Pump Must Deliver 24.72 gpm at 16.58 ft T D H Project: Valley View West Investments Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Kim Oconnell Phone 715-381-7917 POWTS Regulator's Name St Croix County Zoning Phone L715-386-468q System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 ears Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound 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 \ 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Valley View West Investments Page 5 of 9 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. 11/12), SSWMP Publication 9.6 (01181), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01/01, R. 10112)] 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 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, 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 BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L 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 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. 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(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. 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 6 of 9 Submersible WWI SPEJCIEICATIOVIS [VIOTOR FEATURES General: Eo Corro5ion re5i5tant r Pump-General: Discharge: 1'V NPT ° Single phase construction. o • Temperature: 104°F (400C) 0 60 Hertz Em Cast iron body. ts L- Thermoplastic impeller and maximum, continuous when fully submerged. ° Buift in thermal overload pro- cover. ° Solids handling: r2" tedaon with automatic reset 0 Upper sleeve and lower maximum sphere. ° Class B insulation- heavy duty ball bearing • Automatic models include a • Oil-filled design. construction- APPLICATIONS float switch. ° High strength carbon steel Ia Motor is permanently • Manual models available. shaft lubricated for extended Specially designed for the . Pumping range: see PE31 Motor: service life. following uses: "`performance chart or curve. ° .33 HP, 3000 RPM Powered for continuous • Mound Systems • 12.0 Maximum amps operation. • Effluent/Dosing Systems PE31 Pump' ° Shaded ale design o All ratings are within the • Low Pressure Pipe Systems • Maximum capacity: 50 GPM p working limits of the motor. • Basement Draining ° Maximum head: 25' TDH PE41 Motor: Quick disconnect power PE41 Pump: • .40 HP 3400 RPM _ cord, 20' standard length, Heavy Duty Sump/ Dewatenng Maximum capacity: 60 GPM • 7.5 Maximum amps heavy d 1613 S1TW with • • Maximdm head: 29' TDH ° P5C design NEMA 5-15P, three prong, PE51 Pump: PE51 Motor. 115 volt grounding plug. • Maximum capacity: 70 GPM ° .50 HP, 3400 RPM R Complete unit is heavy duty, • Maximum head: 37' TDH • 9.5 Maximum amps portable and compact. e PSC design 93 Mechanical seal is carbon, METERS FEET ceramic, BUNA and stainless MODELS: PE31, PE47, PE511 steel. 40-- - - - PESO ;r7P 33 A) sa c Stainless steel fasteners. 35 V - - 2 GPM - AGENCV LISTINGS 30 PE49 t FT w Z5 Pf31 v US - Tested 778 and ZO V t~108standards - By Canadian Standards Assadatian File AR38549 Q 15 o _ N G°aIds Pumps is ISO 9001 Registered. 10 20 30 40 SO 60 70 GPM 80 0 5 10 15 m3/h Goulds Pumps CAPACITY - ~ ~nm G.v.lr~c Pumos f 4"~, may, r J ~ Ss 1= _ _ _ ~~-mss! - - ~ - : - - _ . - - - - - - - - - - - - - _ " ✓dVOd kndd]H q 101 - IM'711211V21d MVJ✓ a^V 41912 K6 woob 6ulnoJ6 s;uUpj a k171AkIf1W ~f✓VX07J'8 kld,/~0r c r i I I IIIIIII~I I !I ~P Q i; II w III. fI I I ,11 HI, r; I i I z d lj~ ma❑~nn FEE I ~ I Il 1 T❑ 11 ~;I~ - I II I I I I III i ~ ~ III u I C, 0 II ~ ~ II L,II Q I ~ o !I h~ll[I II I. a ow I w ~ - 1 I II ~ ~ + ~7f ~i o_ _ I I I _ I I I I I „I I' I I III 1~ I I I l( II I Ir III ) I I rrI 77I I VIII ~~I III ~u I ill III ` ~ II I i~ I I I VIII i , I I. I I II. I i ' I IIII 1 j II I I ~'~I l I fl . IIII I I I I I I I~ I 5 ~ I c~, i j~ I ~'1 I I III II , I ' III I. I I I 1 I d ti I IIII II O 9 I O I t r III IJ I - L I oL DID `wood: 6wnae,~4 s,ulel /4UOd f/34aIL1 lOl IM'~1271~bd 2JVL/'a^~ 4191Z 17 O CIS woo b'DIAHnw aktvxo7J v Hd✓~or a f] GuinoJ4 s°uioj J I I I I NOI1vaNnOd ONO-1 aa~nod o :t I I , I o = „Wl Nvid IaAT aaMO~ I I I~ ; I I I , I I .ra , I I I I I II I I li I I I I I I I I I I I , I I I I I J3NwJx3V9 II I I~ I I I ; I I I I , I I I I I I i II , I I I ~ I I , I I I I i ~ - I E I I I f---- I I I I L - i I I J I I II I . 4 ne., I I I I /z I I I I II I I L I I I , I I I I ~ II I I I I I I I I I I I I I I II a I I I I . I I I I I I I I I aaivnv~av~ II i I I I I I I I I I I I I J I I I I I I Ir ~ I f - I I I I -..u I I I I I I I I I o~,s I I I I I I I I , I I I V.e ccc riz I I re,n ~rim.7 I I I J L , 7- I II I r I , I I L I oL 31~ `wood 6ulnne~Q s,ulel ©lain's Drawing Roorr, LLC 2017 p H I # - rmb> - coat. , Tio ~ I u~I a; A eoc,rr xz i' n# cNh~ lu °r-.'s TT it o00 I w c o m _ ~nr a 131 NV u r<-~ I Irm iF, ~ I n.; _I h o I ~ I I Y I ~ ~ f 9FGRGG~n a3 JT~ II .F, O c r, . - 111 000C IIII IIY v .IE I ~ ~ AL 0 I. o P ~r I I° .I ryl 0 I: I I° I I,~ I I I I I I I I I I I MAIN LEVEL PLAN 1/4' = 1' O' I =1 9'-I I/8" CCI LI N'6 ~ MAIN LEVEL I *I 'IN-1-LOOR41EA7 - h'OUSL ONLY I u r, a 0 y ¢rJinrircr ra¢, loin's JOEfPH & ROXMiL MUHVICI~ Drawing Room. O 934 216th Avej-FAR PRAIRIL, WI - LOT 5 HIUPLn POAD/ t j JT~ ✓4UOd V-9JdlH 4 10~ - [P1 `]12]IVd j 2jVj '@AV 4191Z V96 O a'Dinanw ~wvxon 9 bd✓~of ° WOOb`6ulnoj4 s,ulol § J c v it - --------._.-.,i O-I = b/I N'dld dOOa' ~ i i i j r. i i i i } i ci i PI m :L J 21oa D-n woos ~~~~~oGylejQ fauod I✓-]4alb 10-1 IM'~InlC~nd nC J / a^V 4+91Z V46 'o p WOOn GIJINDJQ S,IJIDl aoinwnw af✓VXOo '8 adf~iof - \J' O I J O d z O v U1 N O N U I L I a~ Dil `wood 6uinne~Q e,uiel ky ✓41✓Od "tIO ! ~7 10] - IM'312]IC~2]d 2MVJ a^V W)IZ K6 wDinanw -WVXOn adfaof woob 6uIMOJ4 s,upj c _ rv a m I U N I U ;a n O z U N U ' L i OZ Oil `wood 6uinne~Q s,~. e;© _ i i - faNOa V~aaia ~7 log - i/A 'ajn[VMd dVL/'aAV yi9iz v~6 0 44 wooM Guinn~4 s.U!Dj S Q b~lnkl(iW ~NC~X02]'P bd,/~Of f ~ ~ N T_ U~ 0 0 cn m7 19 n1 O 0' o G ~ 5; ~ ~ in u1 ui = z K m ~z m Q O - z_ N Y) G) w~~ O O N N h V N O z O O ~ Q ~l U 1)- N m Um~: .0 m i IIHM ~WVa'-d lvf,JCM O, L Fi 8 cJ T L U I HMrc' -7--- s-~W ~ - li i u I m l'd~. 'Od I i u 0 u - - I I ~ II II I N I I~ I l I A I I~ I I -s' - w I I ~ II ~ i o fl ~ ~ fl ' I ' A Oe ; O "100 O Q` N N o 'il II II T III m ..I I ? I - II o 0 0 0 O FII L lI I` 11 Q I ~ x a_ ss s I II ~ ~ II w III II•.... I I - _ I _ ~~I II ~~II III II H j III O L I OZ ill 'wood 6ulnne~Q s,wel~© Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. CCOIX Safety and Building Division INSPECTION REPORT Sanitary Permit No (ATTACH TO PERMIT) 600325 GENERAL INFORMATION State Plan ID No Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] $ 31 aad6Z_4_1 Permit Holder's Name: City Village Township Parcel Tax No: Valley View West Investments TOWN OF STAR PRAIRIE 038-1241-03-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 17.31.18.1305 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header/Man. Aeration Dist. Pipe Holding Bot. System Final Grade PUMP/SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution ix Hole Size ix Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of Seeded/Sodded Mulched Bed/Trench Center Bed/Trench Edges Topsoil TX D Yes ~ ~ Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 934 216TH AVE 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan other revision Required? L Yes formation. U j J Cert. No. Date Insepctor's Signature SBD-6710 (R.3/97) ~,F f Krir fit`. ' County Industry Services Division 1400 E Washington Ave Sanitary Permit Number (to be filled in by Co.) P.O. Box 7162 Madison, WI 53707F716Z,. vC tl~tJl/ Sdnitary Permit Appl_36TXQZX4TEg State Transaction Number -5 CO 7 / :30 Al In accordance with S Adm. Code, submission of this form to the approprla« b . - TR is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submittea w the Department of Safety and Professional Services. Personal information you provide may be used for secondary Project Address (if different than mailing address) purposes in accordance with the Privacy Law, s. 15.04(I)(m), Slats. q 1. Application Information - Please Print All Information 7 Property w er's Nanl'e Parcel 4 Property Owner's Mailing Address Property Location Govt. Lot City, State Zip Code Phone Number d~ SuL~ GI '1A Section 17 0 (circle o ) T-~; N R E or in II. Type of Building (check all that apply) Lot 4 - N umber of Bedrooms \ - r~/ visi9n Name 1 or 2 Family Dwelling Subdi f ~ FF ❑ Public/Commercial -Describe Use Block # v~ ✓J f)~i ❑ City of F1 State Owned - scribe Use illage of CSM Numb O 7S ✓ Town of III. Type of Permit: (Check only one bo n li A. Complete IinVB ' e) A. New System ❑ ReplacemenlSyste ❑ Treatmen Ho ing T eplacement Only ❑ Other Modification to Existing System (explain) B El Permit Renewal El Permit Revisits ❑ Ang ❑ Permit Transfer to New List Ps Permit Number and Date Issued Before Expiration PI Owner d31 C ~7_2 40 IV. Type of POWTS System/Comp evice: eck all that apply) ❑ Non-Pressurized In-Ground El Pressurize In-Ground ❑ At-Grade ~ Mound > 24 in. Of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Compo t (explain) ❑ Pretreatment Device (explain) V. Dis ersal/Treatment rea Information: I&Aj( Design Flow (gpd) Design Soil Application Dispersal Area Required (sf) Dispersal Area a used (so System Elevation Rate(gPdsf) 11 C VI. Tank Info Capacity in „ Gallons Total 4 of Man~yfacturer L U Gallons Units 5Z ° p d New Tanks Existing Tanks ! G w U v~ ~ v~ u- C~ Septic or Holding Tank L F, (I L _ ® ❑ ❑ ❑ ❑ Dosing Chamber: ❑ El El ❑ ❑ VII. Respon ability Statement- 1, the undersigned, assume resp risibility for installation of the POWTS shown on the attached plans. PRS Number Business Phone Number ' ~ Plumber s ame (Pri Plumb s at MP/M Z// Plumber's Address (Street, City, State, Zip Cod Z11 VIII. County/ eartment Use Only Approved Permit Pee 0~ Date sued Issuin ent Signatu ~ 2-r~ - . Given Rea or Denial $ W 9 IX. Condi#ySTJ$ "E44/Reasons for Disapproval 3 80 ! p Vu A ~ 1. " tank, edluGnt Rtw avid j (M•Q'~r Yl . auger -.,,cell t-+uot dll be tsmivfc~s ' ro+ i~ ec wt A AL, O►..A P :.4s per r,1ar 35emen! plan p! v tiaerl W plwnbe;. 4` t~/ as per a . cry4lit rz Attach to complete plans for the system and submit to the County not lesx 1 inches zSBD-6398 (R03/14) V~-/J."-Lf ~l ~ lU ~li .~^i '~~b r~ 5_~?''?i;-U' l 5_ , /C5 ~ ~✓/~J-JlJr _ - _ _ . I , , , 1 gyn. ~ i t ~ G~ ~ ~ lL~ "f t , l{ J , 1 7U 4,1 i , 97, DIVISION OF INDUSTRY SERVICES ~~~aRryF 3824 CREEKSIDE LN HOLMEN WI 54636-9466 Contact Through Relay J http://dsps.wi.gov/programs/industry-services www.wisconsin.gov Scott Walker, Governor ~ssion_j Laura Gutierrez, Secretary February 02, 2018 CUST ID No. 224263 ATTN.• POWTS Inspector KIM A OCONNELL ZONING OFFICE KO CONSTRUCTION ST CROIX COUNTY SPIA 504 3RD AVE E 1101 CARMICHAEL RD OSCEOLA WI 54020-8173 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/02/2020 SITE: Identification Numbers Valley View West Investments Transaction ID No. 3056741 216TH Ave Site ID No. 846238 Town of Star Prairie St Croix County Please refer to both identification numbers, SW I/4, NW 1 /4, S 17, T31 N, R 18 W above, in all correspondence with the agency. Subdivision: Hidden Ponds, lot 3 FOR: Description: Four Bedroom Mound System \ Sloping site Object Type: POWTS Component Manual Regulated Object ID No.: 1745709 Maintenance required; 600 GPD Flow rate; 26 in Soil minimum depth to limiting factor from original grade System(s): 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); Effluent Filter 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. APP No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, DEPT OF stats. PROFESS{O The following conditions shall be met during construction or installation and prior to occupancy or use:1dl.rlO~t OF 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. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be ma e with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • 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 • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • 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. SPS 383.54(1). • 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. 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, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Gerard M Swim POWTS Plan Reviewer, Division of Industry Services (608)789-7892, Mon - Fri, 7:15 a.m. - 4:00 p.m. WiSMART code: 7633 jerry.swim@wi.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Mon-fri, 8:00 A.M. - 4:30 P.M. • 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. SPS 383.54(1). • 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. 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, 1nRta11ation, onerati(ln or mairlte,-.rlarlce, of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Gerard M Swim POWTS Plan Reviewer, Division of Industry Services (608)789-7892, Mon - Fri, 7:15 a.m. - 4:00 p.m. WiSMART code: 7633 jen-y.swim@wi.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Mon-fri, 8:00 A.M. - 4:30 P.M. MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Valley View West Investments Owner's Name: Vallet View West Investments Owner's Address: PO Box 395 Somerset WI 54025 Legal Description: SW-NW-sec17 T31N-R18W TIONALLY VED Township: Star Prairie .il~kFETY i- Li L SERVICJ County: St Croix Subdivision Name: Hidden Ponds Lot Number: 3 Block Number: Parcel I.D. Number: 038-1241-03-000 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 Dage 10 Aft soil evaluation Designer: Kim A Oconn9License Number: 224263 Date: 01/28/18 Phone Number: 715-381-7917 Signature: x r Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01, R. 11/12), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12) Version 7.0 (R. 11/12) Page 1 of 9 Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 383-443 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of - 36 inches. 600.00 Design Flow (gpd) 4.60 Site Slope 97.60 Contour Line Elevation (ft) 26.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ftz) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ftz) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? `-~{eY r-, N L ca; E' 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) 2.50 St6r, 3uted Orifice Spacing (ft) = 10.00 ft /orifice 2.00 Forcemain Diameter (in) 60.00 Forcemain Length (ft) Does the forcemain drain back? Y 89.00 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 9.79 Forcemain Drainback (gal) 9.27 Vertical Lift (t) 67.32 5x Void Volume (gal) 0.81 Friction Loss (ft) 77.11 Minimum Dose Volume (gal) 0.00: In-line Filter Loss (ft) 24.72 System Demand (gpm) 16.58 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator foptionah Treatment Tank Information 1200.00 Total Tank Capacity (gal) 1200.00 Septic Tank Capacity (gal) 36.00 Total Working Liquid Depth (in) Wieser ' Manufacturer 33.33 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) Ploylock Filter Manufacturer 22.24 Dose Tank Volume (gal/in) PL 525 Filter Model Number Weiser Manufacturer Project: Valley View West Investments Page 2 of 9 Mound Plan and Cross Section Views f 1/10~ B J 11 ~ ~ Observation Pipe K O El 0* A W I: B : . - - * - - . . I L Mound Component Dimensions ft A 8.00 ft E 14.42 in H [Aft ft K Aft B 75.00 ft F 9.50 in z ft L ft D 10.00 in G 0.50 ft J W 600.00 (ft2) Dispersal Cell Area 1250.73 (ft) Basal Area Available 8.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.23 (ft) > F Dispersal Cell \ 98.93 (ft) Lateral 98.43 (ft) - ► . Invert Dispersal Cell < t Elevation E : D . ® ❑ 97.60 (ft) Contour Elevation 4.6 % Site Slope Geotextile Fabric Cover Shading Key Q - Dispersal Cell See lateral details on Q 0 Topsoil Cap c ° 1.5 ft Page 4 for number, size, 2❑ f r Subsoil Cap 0.0 0 T and spacing of laterals. © [ ASTM C33 Sand 0// - Laterals are equally F spaced from the v m 0.5 ft Tvaical Lateral ®0 Tilled Layer = v, distribution cell's Aggregate o H centerline in the 0 A + distribution cell (AxB). Project: Valley View West Investments Page 3 of 9 End Connection Lateral Layout Diagram ?nr?r rha lat eral_ o.•er the P. 6 B drm -on Turn-up vi bsl I va hre or vlas Haut plu 3 I P 7-41 All inter a1s are identical I~ X-.1 H•lac dell?d nn rh.= Gortnm nF tha lateral c qu ally 5P ac ed Lateral.=_. 3_forc:en-rain Lr'h 40 P`.-IC per SPS Tablo 384. 30_6 - F•~rt,-? maVr• •_.~nrecrion wa rr•e or cross ro maniF•_•Id at anv pornr. Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 73.37 ft Orifices per Lateral 30 Lateral Spacing (S) 4.00 ft Orifice Density 10.00 ft2/orifice Lateral Flow Rate 12.36 gpm Manifold Length 4.00 ft System Flow Rate 24.72 gpm Manifold Diameter 1.50 in Total Dynamic Head 16.58 ft Forcemain Velocity 2.52 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -r SPS 316.300 WAC 4 in. min. Disconnect Tank component is properly vented Alternate outlet location Forcemain diameter Weiser Manufacturer 2 in. Capacityl 800.00 Gallons Volume 22.24 gal/inch A _ Weep hole or anti- Dimension Inches Gallons B siphon device A 22.50 500.49 C B 2.00 44.48 P♦ ump off elevation (ft) C 3.47 77.11 89.67 D 8.00 177.92 D Total 35.97 800.00 Dose nk elevation (ft) 3" Bedding under tank. 89.00 Alarm Manuafacturer RJS Rhombus Note: Switci iieU Alarm Model Number tank alert containing merCUP.. may not be used in Pump Manufacturer Goulds this cyst rn. Pump Model Number PE 51 Pump Must Deliver 24.72 gpm at 16.58 ft TDH Project: Valley View West Investments Page 4 of 9 jvllound SWern Maintenance and Operation Specifications Service Provider's Name Kim Oconnell Phone 715-381-7917 POWTS Regulator's Name _ ST Croix CTY Zoning 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 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 years Pump and Controls Test once eve 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound 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 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lon Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Valley View West Investments Page 5 of 9 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. 11/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01/01, R. 10/12)] 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 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, 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 BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L 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 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. 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(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. 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. O L k' L am : , -f ~..}uri --i U rte., ~i A F yi - SPECIFICATIONS M OTOR EEpTPJfiES General: Corrosion resistarrt pump Discharge: - arge: 1 General: NPT ° Single phase construc#ion. o b0 Hertz cast iron body. • Temperature: 104°F (40oC) a 115 volts Thermoplastic impeller and maximum, continuous when fully submerged. ° Built-in thermal overload pro- cover. ° Solids handling: 'h" section with automatic reset 17, Upper sleeve and lower maximum sphere. ° Class B insulation. heavy duty ball bearing • Automatic models include a ° oil-filled design. consfiuction. pppt ttCp110N5 float switch. a High strength carbon steel f Motor is permanently shaft lubricated for extended • Manual models available. service life. Specially designed for the ® Pumping range: see PE31 Motor. following uses: -performance chart or curve. ° .33 HP, 3000 RPM Powered for continuous • Mound Systems • 12.0 Maximum amps operation. PE31 Pump: W All ratings are within the ® Effluent/Dosing Systems . Maximum capacity. 50 GPM Shaded pole design • Law Pressure Pipe Systems working limits of the motor. Draining • Maximum head: 25` TDH PE41 Motor. r Quid, disconnect power ° Basement PE41 Pump: • a0 HP, 3400 RPM _ cord, 20` standard length, • Heavy Duty Sump/ 60 GPM • 7.5 Maximum amps heavy d~16/3 S1TW with Dewatenng • Maximum capacity: y ;E51 Maximum head: 29` TDH ° PSC design NEMA 5-15P, three prong, Pump: PE51 Motor: 115 volt grounding plug. o Maximum capacity: 70 GPM a .50 HP, 3400 RPM in Complete unit is heavy duty, • Maximum head: 37' TDH • 9.5 Maximum amps portable and compact. a PSC design Mechanical seal is carbon, METERS FE ceramic, BONA and stainless 4 - - - ' MoDE15: PE31, PE41, PE51y steel. PE5 i ; HP- 33.ao, .SO Stainless steel fasteners. . 356 - - 10 - 2 GPM AGENCY UST[NG5 30 PE49 t FT _ w 25 PE31~ . Tested to UL 778 and Standards a 20 - - CSA 222 108 By Cana&n Standards Assaaation - File AR38549 cC - 15 - - o Go9001 aids Ptanps is r50 Registered- 5 _ . 0 -3p 4(} 50 60 70 GPM 80 o , Q , s m3/h Goulds Pumps CAPACfTY