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HomeMy WebLinkAbout038-1241-12-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No. (ATTACH TO PERMIT) 597322 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2928181 Permit Holder's Name: City Village Township Parcel Tax No: PETER & KATE WASKUL TOWN OF STAR PRAIRIE 038-1241-12-000 CST BM Elev: Insp. BM Elev: BM Description: t1 Section/Town/Range/Map No: 17.31.18.1314 TANK INFORMATION ELEVATION D TA TYPE MANUFACTUR CAPACITY STATION BS HI FS ELEV. • /OD, 0 Septic PQ I I Benchmark t0 ~ 110.2 S }W U Dosing 1l Alt. BM V Aerart'Id-n Bldg. Sewer 3 3, I o 170 S t Inlet ~ St/Ht Outlet / TANK SETBACK INFORMATION TANK TO P/ WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic T 1 } t ~ Dt Bottom ~ 967 Dosing VLJ + ~ Header an. d 5 a-o Y. Aer tion Dist. Pipe y. ~ dos . y Holding Bot. System SN d-/.81 Final Grade PUMP/SIPHON INFORMATION Manufacturer B-M-i ,y Demand St Cover I~ u GP' Model Number V G IVV/ O I„•~ TDH Li .3 Frictio i System H ad , TD nFt w Force mai Len Dla. 11 Dist. to Well L SOIL ABSORPTION SYSTEM BED/TRENCH Wdth Lengtb No. Of T enches PIT DIMENSIONS No. Of Pits Inside Dia. i Liquid Dept DIMENSIONS SE TBACK SYSTEM TO P/ V! BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System ^ r~ j + ► UNIT Model Numb DISTRIBUTION SYSTEM AXIS Heide / nif4 iipe~ Distribution 7C 1 i Ix Hole Siz@ X Hole Spacing I Ve o Air Intake ipe, .19 L th •Dfa I Length2 \ Il/[li Dia Spacing U SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over ^ Depth Over tI xof xx Seeded/Sodded Bed/Trenc e;' p Bed/Trench Edges Tes No Yes `I No COMME S: (Include code screpencies, persons present, etc.) Inspe`c-ti1on #1: ~'~~ZG17 Inspection #2: Location: 913 216TH AVE ~t ~~~'v ~ ST~~ !!l/ f owtA 1.) Alt BM Description = F~I,T64 Yt~ 1 1 ti~ C~ 2.) Bldg sewer length = - amount of cover = ~O ~ , q, bel ov~ Plan revision Required? Ej Yes V No Use other side for additional informati n. I SBD-6710 (R.3/97) Date In c or's Signature Cert. No. Sal 20 c~ - I ~ I o~eaxnrryr _ R County o$ Industry Services Division Q ~s 1400 E Washington Ave 'Sanitary Pgnnit Number (to be filled in by Co.) P r. Lu ' i P.O. Box 7162 t z i.a:a G ~'-7 Madison, WI 53707-716 1 /3 a ` 5T. C1RdIX CAW TY ~f~SSfOf3 ALA' and ary ermlt pplication State Transaction rNumber In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this s form to the appropriate governmental unit Z C7 2- is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to roject Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Slats. /3 1. Application Information - Please Print All Inf ation 9 ' 1 A/~f 4 Parcel Property_Owper's/Name ' / U/ Property Owner's Mailing Addre ss Property Location Govt. Lot (/✓f City, State Zip Code Phone Number _SK/ '/4, ~L/'/4, Section circle o T.f~'/ N R~ Eo / II. Type of Building (check all that apply) ~t Lot# 1 or 2 Family Dwelling-Number ofBedrooms / Subdivision Name ❑ Public/Commercial -Describe Use dk C-16 Block # i ! F-1 City of F] State Owned - Describe Use CSM Number ❑ Village of ) /6 }Y d /NJaJ(] Town of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) ya A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System/Component/Device: (Check all that apply) ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade Z Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device exp ain) ~J V. Dis ersal/Treatme t Area Information: 4^. it- 0 Design Flow (gpd) i Design Soil Application Dispersal Area Require (sf). { y Dispersal Area Propo ( System Elevation / t~ Rate(gpds fl4r^ ° VI. Tank Info Capacity in Gallons Total # of a ° Manufacturer U o , New Tanks Existing Tanks Gallons Units g n a ? Septic or Holding Tank i ❑ ❑ ❑ ❑ Dosing Chamber ❑ ❑ ❑ ❑ ❑ VII. Responsibility Statement- I, the undersigned, assume respon ' tlity for installation o the PO« S shown on the attached plans. Plumb Name ring; / Plumber' atu MP/MPRS Number Business Phone Number 21 Plumber's Address (Street, City, State, Zip Codex CI i V11"ounty/Department Use Only Approved Disapproved Per/mitt Fee Dat Issu Issuino gent Signatur iven Re for. enial Ts G 7 0 5 /7 f 7 IX. Condit oh o~ ,t~,eas s for nisapproval . ep t , r,,~C,"e 1"fl0G.T. W ph dispet'*i Cell nustdis as per.rlarayemen•, plan c curd vv be;. & rL itn Lf 2. AIII` Sk'feect p mts tnirst Ue i l~irtt, Ir ed as per *FkrM9 ~rf~iTS811C8F. Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size SBD-6398 (R03/14) I v IZZ . Via- / ~r, s ^ - ktw~ \ ` _ _ ✓__~iFi,/ ~ - i1 h ~ CIA - lot 006 - - - ~ - a(D~. _v~..-C Safi-{ - w fog r ~R~E DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD WI 54843-6462 S Contact Through Relay y~ P http://dsps.wi.gov/programs/industry-services o' www.wisconsin.gov Scott Walker, Governor Laura Guti6rrez, Secretary May 04, 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 OSCEOLA WI 54020-8173 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/04/2019 Identification Numbers Transaction ID No. 2928181 SITE: Site ID No. 836905 Pete & Kate Waskul Please refer to both identification numbers, 216TH Ave above, in all correspondence with the agency. 'Town of Star Prairie St Croix County SW 1/4, NWI/4, S17, T3 IN, RI 8W FOR: Description: Mound, 4 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 1700083 Maintenance required; 600 GPD Flow rate; 28 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 CON DIT1 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 APPR requirements. DEPT OF S No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, PROF stats. [)NISI OF The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a h hazard, the property owner must follow the contingency plan as described in the approved plans. n addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the s mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Septic tank. Croix County personnel has verified the information on Kim O'Connell's plan for this site as being accurate. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. KIM A OCONNELL Page 2 5/4/2017 • Materials shall conform to the requirements of SPS 384. • Maintain well and waterline set backs per SPS 383.43(8)(1). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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 Patricia L Shandorf WiSMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (715) 634-7810, Fax: (715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. pat.shandorf@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm KIM A OCONNELL Page 2 5/4/2017 • Materials shall conform to the requirements of SPS 384. • Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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 belo'". or at the address on this letterhead. The above left addressee shall pro6de a copy of this letter and the POVITS management plan to the owner and an.\ others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required S 2500.00 Fee Received $ 250.00 Balance Due S 0.00 Patricia L Shandorf WiSMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (715) 634-7810, Fax: (715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. pat. shandorf@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application 201 INDEX AND TITLE PAGE ~pR D, I G* 'v,~~rr Project Name: Pete & Kate Waskul 10 S ~~1D Owner's Name: Pete & Kate Waskul Owner's Address: 830 210th Ave Sommerset WI 54025 Legal Description: SW--NW--sec17 T31 N-R18W Star Prairie Township. County: ST Croix Subdivision Name: Hidden Ponds Lot Number: 12 Block Number: Parcel I.D. Number: 038-1241-12-000 Plan Transaction No.: Page 1 Index and title D Page 2 Data entry QTY Page 3 Mound drawings AND Page 4 Lateral and dose tank SERVICES S Page 5 System maintenance specifications (=It'v~lvl_~ Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot Plan -o-EN E Page 10 Soil Evaluation - l Designer: Kim Oconne License Number: 224263 Date: 04/04/17 Phone Number: 715-381-7917 Signatures- Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01101, 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 Uesign Desion Worksheet Site Information nr C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 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. 600.00 Design Flow (gpd) 10.00 Site Slope 104.00 Contour Line Elevation (ft) 28.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ftz) Distribution Cell Information 60.00 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/fe) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y ; Pressure Disribution Information network? Fnt^r Y n,r N (C or E) E Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation (ft) 3 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 8.33 ftz/orifice 2.00 Forcemain Diameter (in) 50.00 Forcemain Length (ft) Does the forcemain drain back? Y 91.00 Pump Tank Elevation (ft) Enter Y" or iq 6.50 System Head (ft) x 1.3 8.16 Forcemain Drainback (gal) 13.50 Vertical Lift (ft) 80.40 5x Void Volume (gal) 0.95 Friction Loss (ft) 88.56 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 29.66 System Demand (gpm) 20.95 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 x 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator (optional) 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 849) 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: Pete & Kate Waskul Page 2 of 9 Mound Plan and Cross Section Views 8 : d Observation Pipe _ j FK O A W I: B : I L Mound Component Dimensions Down sloee toe extension made. A 10.00 ft E 20.00 in H 1.00 ft K 8.88 ft B 60.00 ft F 9.50 in z 15.00 ft L 77.75 ft D 8.00 in G 0.50 ft J 4.52 ft W 29.52 ft 600.00 (ff) Dispersal Cell Area 1500.00 (ftz) Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 6.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 106.46 (ft) H G j F Dispersal Cell 105.17 (ft) Lateral 104.67 (ft)-~ - Invert Dispersal Cell Elevation E . D : . . • F41 104.00 (ft) Contour Elevation 10.0 % Site Slope Geotextile Fabric Cover Shading Key a T Dispersal Cell See lateral details on 1❑ 0 Topsoil Cap o 1.5 ft Page 4 for number, size, 2 : -f- . Subsoil Cap 0.0 0 0 / and spacing of laterals. ~ IT; © ASTM C33 Sand `i 14 Laterals are equally F spaced from the Tilled 0 Layer d 0.5 ft Typical Lateral w distribution cell's Aggregate o centerline in the - A ♦ distribution cell (AxB). Project: Pete & Kate Waskul Page 3 of 9 tnd connection Lateral Layout uiagram ! Turn-up-Ga 11 .31va c•r ul•~anoutpWg P p Aft laterals - idertiCal X-rl Hol?s d"U'd on the borlom of the lateral _ equafbi spaced LaterAls . foreemaln Sch 40 PVC per SRS Table 3-34 30-5 "S For mam r.onn=ctior. via tee- .r Dross rr. rr.annol,7 ar any point. Number of Laterals 3 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.54 ft Lateral Length (P) 58.42 ft Orifices per Lateral 24 Lateral Spacing (S) 3.33 ft Orifice Density 8.33 ft2/orifice Lateral Flow Rate 9.89 gpm Manifold Length 6.67 ft System Flow Rate 29.66 gpm Manifold Diameter 1.50 in Total Dynamic Head 20.95 ft Forcemain Velocity 3.03 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 _ fi 2 in. Capaci 800.00 Gallons Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 21.99 489.04 B 2.00 44.48 C Pump off elevation (ft) C 3.98 88.56 91.67 D 8.00 177.92 D Total 35.97 800.00 Do♦ se tank elevation (ft) 3° Bedding un er tank. 91.00 Alarm Manuafacturer RJS Rhombus Note: Switches Alarm Model Number tank alert containing mercury may not be used in Pump Manufacturer Goulds hs svs{yen Pump Model Number PE 51 Pump Must Deliver 29.66 gpm at 20.95 ft TDH Project: Pete & Kate Waskul Page 4 of 9 lviouna bVslem iviaintenance ano vperauon opecmcauons Service Provider's Name Kim Oconnell Phone 715-381-7917 POWTS Regulator's Name St Croix County 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 ears Pump and Controls Test once every 3 ears Alarm Should test monthly 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 •.e•e•.eee..•• •eeeeeeeeeeeeee Grade 6-8" Diameter Lawn - Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Longg Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Pete & Kate Waskul Page 5 of 9 i 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 BOD5, 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. IZI; LXdOULDS PUMPS Submersible A Efflue"t. Pump 41 _ + r PE 4 SPECIFICATIONS 100T!W! FF.RWW3 , General: Corrosion resistant Pump-General ° Discharge: 11h°NPT ° Single phase construction. - • Temperature: 104°F (400C) ° 60 Hertz im Cast iron body. maximum, continuous when ° 115 volts Thermoplastic impeller and fully submerged. ° Built-in thermal overload pro- cover. Solids handling: h_ 1" tection with automatic reset. M 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 Motor is permanently lubricated for extended Shaft Specially designed for the ® Manual models available. following uses: • Pumping range: see PE31 Motor: service life. performance chart or curve- 33 HP, 3000 RPM Powered for continuous • Mound Systems • • Effluent/Dosing Systems PE31 Pump: 12.0 Maximum amps operation. • Low Pressure Pipe Systems All ratings are within the • Maximum capacity: 50 GPM ° Shaded pole design • Maximum head: 25' TDH PE41 Motor. working limits of the motor. • Basement Draining • .40 HP, 3400 RPM a Quick disconnect power - • Heavy Duty Sump/ PE41 Pump: Dewatenng • Maximum capacity: 60 GPM ° 7.5 Maximum amps cord, heavy 20' duty 16/3 standard d length, with SJTW • Maximum head: 24` TDH ° PSC design - NEMA 5-15P, three prong, PE51 Pump: PE51 Motor. 115 volt grounding plug. • Maximum capacity: 70 GPM ° .50 HP, 3400 RPM N Complete unit is heavy duty, • Maximum head: 37' TDH • 9.5 Maximum amps portable and compact. ® PSC design IN Mechanical seal is carbon, METERS FEET ceramic, BUNA and stainless - 40 - _ ;MODELS: PE31, PE41, PE51! steel. PE51 _ ; ttP .33..40, so Stainless steel fasteners. - - 35 10 2 GPM _ AGENCY USTINGS - 30 -PE41 - 1 - Q PE3 25 C~p U, S Tested to UL 778 and z zo - : CSA 222108 Standards n By Canadian standards Asmation Fite #LR38549 15 o Goulds Pumps is 150 9001 egMered. _ _ . , 10 I 5 _ p 0 Q - 20 3 40 50 60 70 GPM 80 0 5 10 1L5 m3lh Goulds Pumps CAPAOTY ^ i ' - - 2 7nm Gnnlds Pumas 1.911 \ i y l4- t j- i ti. Kxce- /^7 f,A ~ ~y Ryan Yarrington From: Harings, Mark W - DNR <Mark.Harings@wisconsin.gov> Sent: Tuesday, May 16, 2017 3:24 PM To: Sarah Droher Cc: Ryan Yarrington Subject: RE: navigable or nonnavigable wetland? Sarah, I would call this a Vernal Pool or Ephemeral Wetland. Non Navigable. Thanks. I was just in that Area today. We are committed to service excellence. Visit our survey at http://dnr.wi.gov/customersurvey to evaluate how I did. Mark Harings Water Management Specialist Counties: DUnn, Pepin, Pierce, St. Croix, Polk below HWY 8 Phone: (715) 839-3781 Mark. Ha rings@Wisconsin.gov From: Sarah Droher [maiIto: Sarah. Droher@co.saint-croix.wi.us] Sent: Tuesday, May 16, 2017 12:32 PM To: Harings, Mark W - DNR Cc: Ryan Yarrington Subject: navigable or nonnavigable wetland? Good afternoon Mark, I am wondering if the wetland/pond on the south border of Lot 12 below is navigable or not. The property is located in the Sec 17 T31N R18W PT S1/2 SW NW, Town of Star Prairie. It is Lot 12 of Hidden Ponds subdivision which was created in 2004. The wetland delineation is attached and it is identified as Wetland P, there was 12" of standing water at the time the wetland delineation was done. Would you happen to have any additional information regarding this or be interested in making an onsite? Please feel free to call to discuss. 1 m , a 74 "~7 ri 7;7 tL' e Ice 4.4 N yp ~s w # }li QR W,'Y `i~ # dE ~w k * 4 t rte,.' ♦ ,t~ ` t3 .01 fn s !"Ilk • ,..'k ~ ~ ~ 'i~n~ ,f . ~ Jc pit. ~~'"«'v'~ ~.~a'`.~o_ _ Thank you! 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