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HomeMy WebLinkAbout038-1202-80-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit Nc: (ATTACH TO PERMIT) 600257 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 301 351 0 Permit Holder's Name: City Village Township Parcel Tax No VALLEY VIEW WEST INV, TOWN OF STAR PRAIRIE 038-1202-80-000 CST BM Elev: Insp. BM Elev: BM Description: SectionFFown/Range/Map No p ~j /Vo / G5 23.31.18.1080 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURE T- r l l ` p(? CI`iY STATION BS HI FS ELEV. Septic f r Benchmark I / ' ; _ Alt. BM Dosing v l ~ 1 Lt~4r- O r p _ Bldg. Sewer HQWing SU t Inlet !~G' ze/ / ICJ a tlet TANK SETBACK INFORMATION Iby' TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet -V rL --3. ) 5-Septic r / i _ Dt Bottom tuc- Do , Hea r n. O WI ce' r- 919 r Aeration Dist. Pipe ,y° 7 7J Holding N Bot. System PUMP/SIPHON IN mal Grade A .b • l.~O Manufacturer Demand St Cover GPM Model Number 96911 ~11 TDH L~ft,, q~ Fric[jo n oss System Head TDAAt L Ft Forcemain Leg < Dia. y ,t Dist. to WellA / SOIL ABSORPTION SYSTEM 'v BED/TRENCH Width 2,1'1 Lengt No. renche PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS q qV L i V SETBACK SYSTEM TO PIL~~y G WELL LAKE/BYRE LEACHING Manufacturer: INFORMATION T De O S stem CHAMBER OR Model Number: Im iv z> DISTRIBUTION SYSTEM k.6 rn3r / Header/Manifold Distribution i x Hole Size ( ix Hole Spacin Ve to Air Intake 15 i Pipe(s) q r 1 Length + Dia L , - Length 1 + Dia .Z Spacing ~ / 1- SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only l Depth Over Depth Over xx Depth of 1xx Seeded/Sodded xx ulched b Bed/Tr Cent e~ l ` Bed/Trench Edges 1 7 ry Topsoil es No S No !2 f I COM TS: (lncl a cj§ iscrepcies, ersons present, etc.) ¢ pection #1: ! //,3 / -7 Inspection #2- TV l~ ~ it -R,lA ~ n- d ~~~77 lt~~ Location: 1277 202 DAVE 1.) Alt BM Description = P " } I 2.) Bldg sewer length = ~ r r 11 S I r y - amount of cover = 1`► :0111 i D Li C O Jar- 0(j CA H Plan revision Required? 0 Yes j No (r. 1' Use other side for additional informatfwn~. Date na Cert. No. SBD-6710 (R.3/97) PARTS o Item No. Description 7 1 Impeller z -j 2 Casing 3 Mechanical seal 4 Shaft 5 6 5 Motor 4 6 Bearings - upper and 8 3 lower 3885 7 Power cable 8 0-ring 1g 2 MODELS PERFORMANCE RATINGS (gallons per minute) Order No. HP Vow Phase Max. Amp. RPM 30 Heater Size Wt. Ihs. WE00511H weosllHH WE0311L 115 9.4 WE0512H WED712H WE1012H WE151211 WE0512HH WE1512HH WE0312L 230 4.7 Order WE0538H WED738H WE1038H WE1538H WE0538HH WE1536HH WE0318L Y3 200 5.4 No WED311L WED311M WED532H WED732H WE1032H WE1532H WE0532HH WE1532HH WED312L WED312M WED534H WED734H WE1034H WE1534H WE0534HH WE1534HH WE0311M 115 94 1750 56 WED318L WED318M WED518H WE0718H WE1010H WE0518HH WE0312M 230 1 4.7 N/A HP '/3 1/3 1/2 3/4 1 1 Y2 i 1/ 1 Y2 WE0318M 200 5.4 RPM 1750 1750 3500 3500 3500 3500 3500 3500 i 115 14.5 WE051 1 H WE0512H 230 7.3 5 - - - - - - 60 - WE0518H 200 8.4 10 80 65 - - - - 56 84 wE0538H 200 3.9 K32 15 60 57 69 90 104 128 53 82 WE0532H 230 3 3.4 K32 20 36 45 60 83 98 122 48 77 WE0511HH 2 4115 60 1145 K21 60 25 25 50 76 92 116 45 75 230 1 7.3 N/A ° 30 38 67 85 109 40 72 WE0518HH 200 V3.8 4 3 35 26 58 78 102 35 70 WE0538HH 200 K32 40 15 47 70 94 30 67 WE0532HH 230 3 3 K31 WE0534HH 460 5 K21 45 36 62 86 25 64 WE0712H 230 .0 50 25 52 77 18 60 1 WE0718H 200 .5 N/A 55 17 42 67 12 58~ WE0738H 3/4 200 6.2 K49 = WE0732H 230 3 5.4 3500 K39 60 8 32 56 3 54 WE0734H 460 2.7 K28 70 ~2 65 1 21 46 j 51 WE1012H 230 1 12.5 N/A 70 11 35 47 WE1018H 200 14.4 75 25 43 WE1038H 1 200 8.1 K43 80 15 40 WE1032H 230 3 7.0 K43 WE1034H 460 3.5 K32 90 33 WE1512H 230 1 15.7 N/A 100 24 WE1538H 200 10.6 K53 110 15 WE1532H 230 3 9.2 K50 120 5 WE1534H 460 4.6 K36 WE1512HH 11/2 230 1 15.0 N/A 80 DIMENSIONS WE1538HH 200 10.6 K53 WE1532HH 230 3 9.2 K50 (All dimensions are in inches. Do not use for construction purposes.) WE1534HH 460 4.6 K36 D* '/a, Y2, a/4 and 1 HP=15" For 575 V consult factory. except for model WE0712H and WE1012H = 18", 1 Y2 HP = 18" METERS FEET _ - - zo MODEL 3885 35 SIZE: 3/4 SOLIDS - - 12Y2 110-WE15HH ~ ~ - 100..___ 30 ' ROTATION T_ S~PM 2" NPT 25 80 - U f' z 8Y2" 20 I j n 35 60 o 6. so,..WE05HH KICK BACK ! - - EFFLUENT EJECTOR SYSTEM 3 Effluent ejector system =`I Package Includes: 5 _ 20offers ease of ordering Submersible Effluent Pump WE0311 L, D• - - and installation. A single 17-11 12L orWE0311M 12M, WE0511HH, 12HH cdpg n mb specifies designed I I, i Mechanical Level Control Switch o_ DD 1D zo 30 ao10 56 so 70 96 ~66 t00GPM a form ompl resystem l3land 12-5(1151).12-6asin i Basin A7-1801 S, Basin Cover AS-1822 Check Valve A9-2P CAPACITY commercial sump and Order No. SWE0311L. SWE0312L, GOULDS PUMPS, INC. effluent pump applications w 0511HHS WE051 HH. WATER TECHNOLOGIES GROUP SENECA =ALLS NEW YORK 13148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. 12 l ~ ° ty industry Services Division 9400 E Washington Ave Sanitary Permit Number (to be filled in by Co.) P.O. Sox 7162 G -7 S s ti + 1 t i r► ti4Ei Mad N53787-'G666 Z 5 nFro`a` State Transaction Number ^ Sanitary Permit Applica-0 `gow unit ki of ihLe e Wis. Adm. Code, submission in accordance with SPS 383.21(2), 3 t% 13 5 O r ~O . med POWTS are submitted to mailing address) is required prior to obtaining a sanitary permit. Note: Application r project Address (if different than Q rovide be used for secondary I the Department of safety and Professional Services. Persona' P may I purposes in accordance with the Privacy Law, s. 15.04(1)(m), = ,tin l 1. Application Information -please Print All Inforrmaaton Parcel 9 Property Owner's N Property Location Property C!wmef's Mailing Address )/5 Govt Lot , Zip Code Phone Number '/s Section City, State (circle ) N REo Lot # J II. Type of Building (check all that apply) Subdivision Name 1 or 2 Family Dwelling - Number of Bedrooms ak v~ _ Block # Q Public/Commercial - Describe Use 0 City of Q State Owned -Describe Use a r 9---- ❑ Village of / CS umber Z ! r ' Town of Ow.t~ III. T e of Permit: (Check only one box an line A. Cam fete line B if a licable) A. New System ❑ Replacemenf System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Dale Issued ❑ Permit Renetiral ❑ Permit Revision ❑ Change of El Permit Transfer to New B. Before Expiration Plumber Owner J tom' IV. Type ofPOWTS !system/ Component/Device: (Check all that apply) Pressurized In-Ground ❑ At-Grade 0 Mound ? 24 m. of suitable soil ❑ Mound <24 in. of suitable soil Q Non-Pressurized In Ground ❑ ❑ pre y en evice (expiam) ❑ Holding Tank El Other Dispersal Component (explain) V. Dispersal/Treatment rea Information: Design Flow (gpd) Ih Dispersal Area pmp~ System Elevation Design Soil Application Dispersal Area Require f) ~ Rate(gpdsf) C; 1 p+- L W ~ 1 _ VI. Tank Info Capacity in Gallons Total # of Man cturerrll -0 y 6 Gallons Units rl o 2 -2 New Tanks Existing Tanks C V " 2 it A G Septic or Holding Tank ❑ ❑ ❑ ❑ ❑ Dosing Chamber c` C VII. Responsibility Statement- I, the undersigned, assume respo •lity for installation of the POWYS shown on the attached plans. Plumber' S' re / MP/MPRS Number Business Phone Number Plumbe ame ( n - , 42 Plumber's Address (Street, City, State, Zip Code) VI1I. un I e artment Use Only Signal Approved Permit Fee Date Iss d Issuin gent iven Reason for nial S 00-00 f/ ~~iieasons for Disapproval t IX. Condi t epl!c r{k EtHt~) .ilh, : i 3' k7J. 0l>2t ,i cell must all be r;_s ' et w 1~A.~ t AOper nak ayemen! plan p o aaerl vv ~Iw rbe!. 2. A r 5w rectlwnr tens tnu~t 4c r« rt, it e i t as per i 13 w6i 1,:.rdinamt.3.. Attach to complete plans for the" to and submit to the Conn taper n t tban ter-141- 8.n x11 inch u size I 1 16 990 _ t 1 k).41P _ o . -~I co~ _ R711p~ DIVISION OF INDUSTRY SERVICES roe 2331 SAN LUIS PL STE 150 GREEN BAY WI 54304-5211 x Contact t Through Relay ~ P http://dsps.wi.gov/programs/industry-services 92 t 1~ www.wisconsin.gov ~o'ssro^ ti wA- Scott Walker, Governor Laura Gutierrez, Secretary October 26, 2017 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 r~+ ~L OSCEOLA WI 54020-8173 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/26/2019 Identification Numbers Transaction ID No. 3013510 SITE: Site ID No. 843782 Allen Wittstoek Please refer to both identification numbers, 1277 202ND Ave above, in all correspondence with the agency. Town of Star Prairie St Croix County SWI/4, SE 1/4, S23, T31N, R18W FOR: Description: Mound System (4 Bedrooms - New Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1731365 Maintenance required; 600 GPD Flow rate; 95 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), SSWMP Pub. 9.6; 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. 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: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS). Waste generated shall be properly disposed of on-site or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from mound area. • Divert surface water from POWTS Area. • Prior to construction of the dispersal area check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. 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 prepareIf it crumbles site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 KIM A OCONNELL Page 2 10/26/2017 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • SPS 383.54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located. 2. The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan. Any changes may result in pump resizing to meet TDH and GPM Specifications. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. 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 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. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. 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 Tim Vander Leest WiSMART code: 7633 Private Sewage Plan Reviewer, Division of Industry Services (920)492-2214, Monday - Friday 6 am To 3:30 pm tim.vanderleest(c_~wisconsin.gov KIM A OCONNELL Page 2 10/26/2017 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • SPS 383.54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located. 2. The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan Anv changes may result in pump resizin2 to meet TDH and GPM Specifications. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil 1 ,.1_u1lE vi E1vEci for proper treatment. 11t1"n,v vtucl Her site L1 1_lte basal aica utLuc _ iiiuui7d 1liust be cut 01t treatment. i il is ayaLa..we, iieeS in u1'>L aJaiia at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. 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 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. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. 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 rr/ Ltrt Balance Due $ 0.00 Tim Vander Leest WiSMART code: 7633 Private Sewage Plan Reviewer, Division of Industry Services (920)492-2214, Monday - Friday 6 am To 3:30 pm tim.vanderleest@wisconsin.gov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residentiai Application INDEX AND TITLE PAGE Project Name: Valley View West Investments Owner's Name: Allen Wittstock Owner's Address: PO Box 395 Somerset WI 54025 Legal Description: SW-SE-Sec 23--T31 N--R 18W Township: Star Prairie County: ST Croix Subdivision Name: Wohlers Estates Lot Number: 13 Block Number: Parcel I.D. Number: 038-1202-80-000 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 Page 10 Soil Evaluation Designer: Kim Oconnell License Number: 224263 Date: 10/07/17 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. 11/12) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C° _ RI Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 383134-3 in-situ soil treatment for i'-_ . - - fecal coliform of - 36 inches. 1.50! Peaking Factor (e.g. 1.5 = 150%) 600.00 Design Flow (gpd) I 4.30 Site Slope 97.20 Contour Line Elevation (ft) P-95.00 ' Depth to Limiting Factor (in) 0.201 In-situ Soil Application Rate (gpd/ftz) Distribution Cell Information 140.00; Dispersal Cell Length Along Contour (ft) = 4.29 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ftz) 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Pressure Disribution Information network? Enter Y or N (C or E) c~ Center or End Manifold 2.15 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. F 0125 Orifice Diameter (in) 3.00; Estimated Orifice Spacing (ft) = 6.53 ftz/orifice 2.00; Forcemain Diameter (in) _ _ 1.20.00, Forcemain Length (ft) Does the forcemain drain back? 87.50 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 19.57 Forcemain Drainback (gal) 10.03 Vertical Lift (ft) 88.31 5x Void Volume (gal) 3.58 Friction Loss (ft) 107.89 Minimum Dose Volume (gal) 0.00! In-line Filter Loss (ft) 37.90 System Demand (gpm) 20.12 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 x ' 2.00 1.50 x 3.00 2.00 x ' 3.00 x Gallons/inch Calculator (optional) Treatment Tank Information if" 1200.00; Total Tank Capacity (gal) 1200.00 Septic Tank Capacity (gal) i 36.00' Total Working Liquid Depth (in) Wieser - ~j 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 T 1/10.6 ; J Observation Pipe . K O A W i B I e L Mound Component Dimensions 11o,Pvn slope toe extension made. ft A 4.29 ft E 8.21 in H [Aft ft K [Aft B 140.00 ft F 9.25 in z ft L ft D 6.00 in G 0.50 ft J W 600.60 (ft) Dispersal Cell Area 3000.00 (ft) Basal Area Available 4.29 (gpd/ft) Linear Loading Rate 14.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 99.47 (ft) ► f..,,,,t},.. F 98.20 O ft Lateral 97.70 (ft)--► Dispersal Cell Invert Dispersal Cell Elevation ::.E D . . • 97.20 (ft) Contour Elevation 4.3 % Site Slope Geotextile Fabric Cover Shading Key a T Dispersal Cell See lateral details on Topsoil Cap o C 1.5 ft T Page 4 for number, size, 2❑ •f••ftr~ Subsoil Cap to o F5 0 and spacing of laterals. -(T © ASTM C33 Sand a / Laterals are equally ®0 Tilled Layer y 0.5 ft Typical Lateral F spaced from the o I distribution cell's Aggregate Tl centerline in the in the - A distribution cell (AxB). Project: Valley View West Investments Page 3 of 9 Center Connection Lateral Layout Diagram For- m w. c nnectior, vi .a ree ca rn 7 7 to rn.ina ld at an~j poinr Laterals ale do ntic al P •=Turn-up-Mballvalveor IrX- I :I':;l I L9taril fcrrcEm:~irr Sch40 P',fc= - ~leanoutplug per S F' S Table 384 :30-6 Hole_ drilled cm the b orrorr, o t the lateral. Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.08 ft Lateral Length (P) 69.30 ft Orifices per Lateral 23 Lateral Spacing (S) 2.15 ft Orifice Density 6.53 ftZ/orifice Lateral Flow Rate 9.47 gpm Manifold Length 2.15 ft System Flow Rate 37.90 gpm Manifold Diameter 1.50 in Total Dynamic Head 20.12 ft Forcemain Velocity 3.87 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. Capacityl 800.00 Gallons T Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 21.12 469.71 B 2.00 44.48 C -d Pump off elevation (ft) C 4.85 107.89 88.17 D 8.00 177.92 D Total _ 35.97 800.00 ♦Dose tank elevation (ft) 3" Bedding under tank. 87.50 Alarm Manuafacturer RJS Rho_m_bus Note: Switches Alarm Model Number `tank alert containing rnercl_Iry may not be used i;rn Pump Manufacturer `Goulds this system. Pump Model Number PE 51 Pump Must Deliver 37.90 gpm at 20.12 ft TDH 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 CTY Zoning Phone1 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 600.6 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 eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears 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 o_tr r 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. i PUMPS Submersible r f SPECIFICATIONS MOTOR FEATURES _ General: is Corrosion resistant Pump-General: Single phase construction. - - Discharge: 1'h_° NPT • Temperature: 104°F (400C) ° 61 Hertz m Cast iron body. maximum, continuous when ° 115 volts Thermoplastic impeller and fully submerged. ° Built-in thermal overload pro- cover. Solids handling: 'Y won with automatic reset o Upper sleeve and lower maximum sphere. o Class B insulation- heavy duty ball bearing ® Automatic models include a • Oil-filled design. construction- APPIilCATIONS float switch. ° High strength carbon steel m Motor is permanently • Manua! models available- shaft lubricated for extended Specially designed for the . pumping range: see PE31 Motor service life. following uses: performance chart or cure- - .33 HP, 3000 RPM' Powered for continuous • Mound Systems • 12.0 Maximum amps operation. ® Effluent/Dosing Systems PE31 Pump. - Shaded pole design ~ All ratings are within the • Low Pressure Pipe system' • Maximum capacity: 50 GPM working limits of the motor- • Draining ° PE41 Pump: head: 25` T DH PE41 Motor. r- quick disconnect power • • Basement cord, ZO standard length, Duty Sump/ p: • •40 HP, 3400 RPM De Heavy e Duty • Maximum capacity: 60 GPM • 7.5 Maximum amps heavy duty 1613 SJTW with • Maximum head: 24' TDH • P5C design NEMA 5-15P, three prong, PEST pump: PE51 Motor. 115 volt grounding plug. ® Maximum, Capacity: 70 GPM ° .50 HP, 3400 RPM m Complete unit is heavy duty, • Maximum head: 37` TDH • 9.5 Maximum amps portable and compact. a PSC design m Mechanical seal is carbon, METERS FEET Ceramic, BONA and stainless 40 . _ - ~ MODELS: PE31. PE41. PE51; steel. PE51 Stainless steel fasteners. c , 35 0 2 GPIi ~Illd~ 1M AGENCY US S 30 PE41 I Fr i4 YES PE31 - . - - LUS -778 and T to U z 20. _ ,-..._T 4 tandards CSA 221108 5 ByCanadtanStandards Assuda6on J j.. _ Q ; - file #i.R3$549 15i Goulds Pumps is 1509001 Registered. 10 0 0~ ---"`~0 jp - 3p 40 50 60 70 GPM 80 5 10 15 m3/h Goulds Pumps CAPACITY vnn7 r nick Pumos ! I. i i R4f~/`'iC-'a~Ls/~ ~~E',t~- •._.)Ghfc1~ X~'''t', - ,~15 ~r~,E~ 1 j ~ 0 1,f~~,o iU~ I/ u~ 3 y$ I I. ST. CROM COUNTY SE ITIC TANK -CALN r ' AleCE AGRFwaffi?~T A a'Wh~RSIAP CERTIRCAT€ON FORM I 1 t _ 0-11imer!BuyerV lv ih $ AddreS, v i5 x °1 l C), d ~~.~T C1 . (7e ` . on required i=on Planaiug & ZaM]mg t ft new construction.) City-/Stale Z") Parcel Identification Number LEGAL DESCRIF Propei€y Locston (k~ 1/4 BC:. ~ _-N R ! 2'CTwa of ~ C L Sub h- ision plat: 1A 3_oJ~vS Lot # L Certified Survey Map # , Volume , Page # W ty Deed # (before )Volume . Page 'SPW lase + yes 'D no Lot lines idmTdftbk ~yes 0 no SySTEM MAINrMNANcE ADD OWNER CERTIRICATION improper use and maint e=ce of your septic system could result in its premature failure to handis wastes. Proper maintenance consists of pumping out the septic tans every three years or sooners if needed, by a licensed pumper. What you put into the system can amj ct the function of the septic tactic as a treatment: sta-e in the waste disposal system. Ovim r maintenance responsx-tsi es use specified in §SPS. 383.52(1) and in Chapter 12 - St Croix: County Sanitary Ordinance The property owner agrees to submit to St: Croix Qyu~ Pl & Zomg Department a caizd=cn form, siped 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 anUor (2) afer inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undeTsimed have read the above requirements and agree to maintain the ~d {O~i"slI;13,: as M b !be Department r, f private sewage disposal system with the by Safety And Pro l ; cmccs and to Department ofNaunj Res, Sate of Wry Catf=mw SMMO-- Your septic system bas been mantamed roust be completed and rein ned to the St. Croix Cauxxzy Plate & Z ug DeparWww witbin 30 dayw of the tl year expiation dom. Uwe ceraiy that an statements on is are tue to the best of my/our knowledg& Uwe am/are the owner(s) of the property desma'bed above, by ti~ of a w: > deed recorded m Register of Deeds Oz3iee. 'Number of berm -Lid l l SIONT AMTRE OF A-PP UCARTT'(S), DA, TF ..*.Any information that is misrepresented may result in tae sanimy permit being revoked by the Platu ng & Zoniae Department. Include with this application a recorded warranty deed tom the Register of Reeds Office and a copy of the certified survey map if reference is made in the warrants deed. (REV. WI-2) LOT 2V z : M 1. 76 ACRES ~~ti s ^T W 76,179 S0. FT. <F~ °i 1 75 ACRES LOT 18 'Ao< -co Ld. I -A $ I o . • 13.3, 760 50. FT. G~~F N o i I \ 3.07 ACRES V) FFE 1000.8 469.10 \ 1.17' M 00 I 1.07' M LOT n i ' - - - - - - - 92967 S0. FT. .........i. I.. ~ ........................I. 2 U ACRES F ro' F.E. 10008 i ;2 o ~ I ~ 33'x• ~ ~9B w 3" L O T V L O T 13 S89'55'39'W 0 76,215 S0. FT. 74,627 SG}yFT N R=N89 44 00'w 1.75 ACRES o 1.71 ACRES z o F.FE 1006.0 a, I o ~n i I 3 .r 3 N .,Ao • co " w . 3 3 t FROM LOT lid ~ra.oo' o 13 to C) 82,786 S0. FT. h f o ° o % I I z o 0 0 1.90 ACRES 3 r i. M I~ j b I ~ W ~ w ~ ~ p :~•-rp• r' o l 0 -°o - .1. - 171.57' 33' 7Lj~o 33' i ~~•OS. - 7F Mp N 89'36'51" E 361.43' o ° I - 20' WIDE DRAINAGE EASEMENT S 76o " N 6'16 (A N . E z4p•41' LOT 14- 80,28J SO. FT. b ^ 40.00, ' LINE 0 1.84 ACRES Z LOT 589'36'39"W 15 L2 20' WIDE DRAINAGE EASEMENT 77,5.38 SQ. FT. 98.35' L3 1.78 ACRES iv L4 S89'36'51"W 361.00' n O 1. o_uvoKa n~ c - O N 3 L VVisconsin Department of Commerce SOIL EVALUATION REPORT i Division of Safety and Buildings Page of in accordance with Comm 85, Wis. Adm. Code r" Attach complete site plan on paper not less than 8 1;2 x 1 t inches in size. Plan must Comurnity Include, but not llmked to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrew, and location and distance to nearest road. Parma I.D. Please print all information. ReA v~adt Date Personal information you provide may be used for seconds l ry purposes (Privacy Law, s. 45.04 (1) (m)). ~ ~Qa Property Owns / Property Location /L t Govt. Lojftil fS~ 1/411 /4 T 3 N R E o Property is Mailing Addres Lqt Block # 51.11)a. Name or CSM# tetg Zip Coda Phone Number ❑ Ciry ❑ village Town Nearest Road ~ 5 YQr ~ ~ ~aDt~' ew Construcfdon UseKResidential ! Number of bedrooms Code derived design flow rate _ GPD ❑ Replacement ❑ Publi - Describe: Parent material Flood Plain elevation if applicable N/1Jf General comments / / and recommendations~Y ,5 m I Chi r f Boring # + BPoit nng Ground surface elev. _ ft. Depth to limiting factor M_,,,_ in. Soil A ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff In, Munseli Qu. Sz. Conk. Color Gr. Sz. Sh. ` 'Eff#1 -Eff#2 ' Gr T 5 a Lt 5 r< 7K i kA% -7'0 Boring # ❑ Boring Q f 01,pit Ground surface elev. ft, Depth to limiting factor / in. Soli A ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff in, Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 b- C ,r Y GS ~ S ` Effluent #1 = BOD > 30 ` 220 mg/L and TSS < 150 mg/L ' Effluent #2 = BOD < 30 mgA- and TSS < 30 mg/L CST Name (Please Print) It ture T N m r Address Date Evaluation Conductea Telephone Number Itlee-d 6; G/r to Property Owner ~E) Bonne Parcel ID Page --of Boring # ❑ Pit Ground surface elev. ft, Depth to limiting factor in, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff In. Munsell flu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 G lv Yd re-, r:u S/ D -S 4, , S 9 /77 '3 Ap v~ S1 T _ 9 plo 47 i~ Boring # ❑ Boring ;-J ❑ Pit Ground surface elev, ft, Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fR In, Munse9l Qu, Sz. Cont. Color Gr. Sz. Sh, 'Eff#1 'Eff#2 Boring # ❑ Boring F-1 - ❑ Pit Ground surface elev. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Effluent #1 = BODO > 30:5 220 mglL and TSS >30 < 150 mg/L ' Effluent #2 = BODS 130 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 648-266-3151 or TTY 608-264-8777. 38p•8336 (R.W06) Soil Test Plot Plan Project Name Ronald Wohlers Shaun $'r Address 1282 200th Ave N ~~l 1(\ V ew Richmond WI 54017 ,A #226900 C~T Lot 13 Subdivision Wohlers Estates Date $'/16/00 SW/SE 1 /4 SE 1/4S 23 T 31 N/R 18 W Township Star Prairie F1 Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 2" Pipe System Elevation 93.6 *HRpSame as Benchmark Alt. BM Top of Survey Iron @ 98.0' Pro Town Road a~ 97' 98' Cd 96' B-2 3 e 2% Slope aU a B-3 ° g w M 40' F, r 30' 10' Alt B.M. 171' Property Line 10'