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HomeMy WebLinkAbout018-1003-80-050 (2) Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 600293 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village Township Parcel Tax No: Errol & Hilda Irene Gooding TOWN OF HAMMOND 018-1003-80-050 CST BM Elev: Insp. By Elev: IBM Description: Section/Town/Range/Map No: /60 (v M t G5 66,3; , 02.29.17.22C-10 TANK INFORMATION ELEVATION DATA jai. 3 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. + 4.(. 4440 Benchmark r6 Id?, ~,as. .~nFt~-•ra~- Dosing 3 Alt. BM , 9 (p 7 I I ~s 1 \ Bldg. Se r Holding r SUHt Inlet 7 b. TANK SETBACK INFORMATION St/Ht Outlet .7. 6Y !f TANK TO P/L WELL BLDG. Vent Air Intake ROAD Dt Inlet ~40 Septic / Dt Bottom 75 36 Dosing Header/Man. Z. - el Aeration Dist. Pipe sg 97119 Holding Bot. System Final Grade PUMP/SIPHON INFORMATION 1$ Sg 9 5 Manufacturer Demand St Cover 20G eA., GPM Z . 73 "j Model Number qQ / TDH Lift- Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well r'-, 4 bq SOIL ABSORPTION SYSTEM 66 ✓4 BED/TRENCH Width Length No. Of Trenche PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: ~=\a INFORMATION CHAMBER OR Type Of ,System f t i UNIT Model Number: DISTRIBUTION SYSTEM / Header/Manifold Distribution _ Ix Hole Sizes Ix Hole pacing f Vent,;to Air Intake Pipe(s) L Length t s,z,9ia r ✓ Length Dia Spacing• "1 1+ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only t " L... Depth Over Depth Over xx Depth of 1xx Seeded/Sodded xx Mulched Bed/Trench Center ) Bed/Trench Edges Topsoil` Yes No Yes , No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 1188 192ND ST! 1.) Alt Description = 2.) Bldg g sewer length = ~ feej%, Y , ~ ~ amount of cover = 7 a rh ~ 6 A Q G✓ S S Plan revision Required? Yes No f 7 Use other side for additional information. SBD-6710 (R.3/97) Date nsepctor's Signature Cert. No. F_ x r,9/ SA N ► 7 y "►C Countv, * o ~ r~ ~EV e+ Safety and t3uildin Di [I 201 W. Washingt0 ve. 0. 7162 Sanitary Permit Number (to be filled in by Co_) P DEC 0 4 L~ l Ma - 162, c~ 5 1U Co66 Z /_3 )(COUNTY - State Transaction Number ~oMM~N1 I ermit Application - In accordvioe with SPS 383.71(2). W'is. Adm. Code. submission of this form to the appropriate governmental unit c 3 l l is required prior to obtaining a sanitary permit. Note_ Application forms for state-owned POWTS are submitted to Proiect Address (if different than mailing a dress) the Department of Safety and Professional Set-vies. Personal information you provide may be used for ndary purposes in accordance with the Privacy Law, s 15.04(l )(m), Stats-J AM -I -lpplication Information - Please Print All Information Property Osvncr's Name Parcel 4 1 C, ~ 3 5C - Property Owner's Mailing Address Property Location 11 _ rlJ fJ Tt Govt Lot City. State Zip Code Phone Number J rim- r<<, Section 4 ✓~circle one T N: R E or W II. Type of Building {check 7thatappl%) 4 ~or 2 Family Dwellins-NuSubdivision Name tAeA Dublic/Commercial - Descriity of / M Number L_" Tillage of EltateOssned Desc ibe Use ~y wit of [ 1 Y 1~_ Al. Type Permit: (Chee n line A. Complete line B if applicable) A eplaeement System reatmenc'Holding Tank Replacement Only ther Moditicadon to Existing System (explain) E° ! List Previous Permit Number and Date Issued B. °t ermit Renewal" ermit Revision hanee of Plumber rmit Transfer to New Otivner Before Expiration IN Ty e of POIb'TS System/Com ronent/Device: (Check all that a IN r r `on -Pressurized In-Ground ressurized In-Ground t-Grade ound > 24 in. of suitable soil found < 24 in. of suitable soil 0oldinaTank ~therDispersal Component (explain)` I'V~(1 ~~'C t( t t~-etreatmentDevice(explain) t`. Dis ersai Treat nt.Nrea Information: p r Design Flow (gpd) Design Soil Application Rate(ep f) i Dispersal Area Required is Dispersal Area Pro e System Elevation w 1'i. "Tank Info Capacity in Total pj of Manufacturer 5 y Gallons Gallons Units U 7 s 'few Tanks Existing Tanks 1 ~ f I~_` ~ = r r, Septic or Holding Tank 10 Dosing Chamber 1~' ) § i S shown on the attached plans. t"i I. Responsibility Statement- the undersigned, assume responsibility for installation of the POYFT Plumber's Name (Print) Plumber's Signature 77~71_PIMPRS Number L siness Phone Number } r . I S r, r Plumber's Address (Street, Cu State. Zip Code) • VIII. Cou vfDe artment lase Only Permit Fee I Date sued Issuing Signature coved aPProve g ( 1111 ~7 ~ _lDti Gitien Reason for ial IX. Condit I for DiscpP 607%, royal 1.'F ark EtflmmMe-sni +i cell must A be sn_ic?s ! r i - r ec a~i f ^ r ; _ ewe I as, per irprzlgetnent plan nra riaeh by plumber 2. `A#~ld49k recurer.' erym mwit cre, rnzvnt, it:e,i d[eQCJ~ ~ a per aKeCrAO., co / crdinaxes, ~ ~a MA e4W..V~ Attach to complete plans for the system and submit u the County 0 on pa not less than S 1t2 x I I inches in size SI3D-6398 (R. I VI I) b~ s d-a fo2_ ~loa~ PZA- ~ , r f c 5saxt ~ itlh !t~!'!~ ft; its ''>L 5 Pr I Iwo c f j r t ry R, r rfu t J L a ) ~ 7 's ~ J -r_ r~ I r~ puc v f- 4 _s t a ~ ~ a R7:4rF~ DIVISION OF INDUSTRY SERVICES ~CG~~YrCG~ 2331 SAN LUIS PL STE 150 ` GREEN BAY WI 54304-5211 s { Contact Through Relay P DEC 0 4 2017 http://dsps.wi.gov/programs/industry-services J www.wisconsin.gov ST. CROIX COUNTY °~sssro~ ~ti` ;OMMUNITY DEVELOPMENT Scott Walker, Governor Laura Gutierrez, Secretary November 29, 2017 CUST ID No. 224832 _1TTtV: POTVTS Inspector ZONING OFFICE MARY JO HUPPERT ST CROIX COUNTY SPIA t1Gn ~2 28497 KING ARTHURS 1101 CARMICHAEL RD DANBURY WI 54830 HUDSON WI 54016-7708 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 11/29/2019 Transaction ID No. 3030179 Site ID No. 844950 SITE: Please refer to both identification numbers, Gooding above, in all correspondence with the agency. 118 8 192ND St Town of Hammond St Croix County NFV4, NWl,,4, S2, T29N, R17W FOR: Description: Geo l1at ltfound Q Bedrooms - Replacement) Object Type: POVV'TS Component Manual Regulated Object ID No.: 1737724 • Maintenance required; Replacement stistem'. 450 GPD Flow rate: 16 in Soil minimum depth to limitin¢ factor from original grade; System(s): Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01101, R 10112), SSWMP Pub. 9.6, Synergy Systems LLC, GeoMat Mound Component Manual - Edition 1, 2017; 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. -Nro 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 shalt 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. • 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. • Prior to construction of the dispersal area check the moisture content of the soil to a depth of 8 inches. Smearing and eompactinLy 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 prepare If it crumbles site preparation can proceed If the site is too wet to prepare, do not proceed until it dries. • Abandon Existing System per SPS 383.33 • Pump Floats to be set and verified per approved plan 4nv changges may result in pump resizina to meet TDI-I and GPN'I Specifications. • Divert surface water from POWTS Area. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building server beyond 30 feet per SPS 382.30 (11)(c) M.?RY 10 HUPPER T Page 2 11129/2017 ! Tank Installation to follow all manufacture's recommendations. 0 Verify property line(s) prior to installation. ~ Q Well setbacks to meet chs. *NR 811 & 812. _ ~ 9 Areas that are occupied ti~ith rock: iraainents. tree roots. stumps and boulders reduce the amount of soil 3%ailable for proper treatment. If no other site is availabie, trees in the basal area of the mound must be cut off at ground level. A larger fill area is nec._,ssary %Nhen any of the above conditions are encountered. to provide suE,Icient inf,ltrati%e area. -,N,ner Responsibilities 6 The current owner, and each subsequent owner, shall receive a cop; 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 tic P0WTS described in this approval SPS 383.54(1). 0 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 lctter 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 municipaliv shall be obtained prior to commencement of construction`instalIation.`operation. M granting this approval the Division of Indust-,, Services reserves the right to require changes or additions should conditions arise making them necessary, for code compliance. As per state scats 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 mays 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. Sincerelv, Fee Required S 250.00 This mount Will Be Invoiced. c,r ~z c e:z When You Receive That Invoice, Please Include a Copy With Your Tim Vander Leest ~ Payment Submittal. Private Sewage Plan Revie«er, Division ofindustr Seri-ices WiSNNJARTcode: 7633 (910)492-221 !4 . Monday - Frida} 6 am To 3:30 pm crl jt}isconsin.yo~ cc: EdNvin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm Keith Harings (Plans Mailed To) GooMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DES' V Residential Application + J , " INDEX AND TITLE PAGE wn r py P w N J ~i Project Name: ERROL F. & HILDA IRENE GOODING N vners Name: SAME Owner s Address: 1188 192nD STREET BALDWIN, Wl 54002 Propel If Property Address: 1188 192ND STREET L,,g2! DascrlPlion: NE NW S 2 T 29 N R 17 W o unship Hammond County: St. Croix Subdivision Name: NA Lest Number: NA Block Number: NA CSM#I" NA Parcel I.D. Number-, 018 - 1003 - 80 - 050 ~ 018 - 1003 - 50 - 100 Plan Transaction No.: I d. Pages Wage 1 Index and title Page 9 Tank cross sections rage 2 Data entry Page 10 Plot plan Page 3 GeoMat mound drawings rage 4 Lateral and dose tank Page 5 Distribution media iF"age o" System maintenance specifications Page 7 Management and contingency plan Page 3 Pump curve and specifications ~1~~a~il9;iJ EtPtattn, rvtARY JO HtJPPERT "'~nse Number: 1859-007 Date: 1/21117 5 ,Number: 715-426-177 a eex 1~. d e' e a'! Signature: P Y J Designer Starrpp `~~--Stye of sconsin Approval Stamp: Flu, a o tJ i b-acm-. s.a ee~ =t4~ s g a l'opt a J a Designed .usu nt fo d Synergy Systems L.L.G., GeoMat Mound Compon4ht 1 -11' Manual (Edition 1, 2017), (N. 4/17), SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component tvlgnUai Ver. 2.0 SSD-10706-P (tai. 01/01, R. 19112) GeoMat Mound Edition 1, 2017 Page 1 of 10 Mound and Pressure Distribution Component Design Design Worksheet bite info atit7n R! Residential or Commercial Design ~i ISD Required? 300.0_0,; Estimated Wastewater Flow (gpd) 1.50( Peaking Factor (e.g. 1.5 = 150%) 450:00 Design Flow (gpd) 5.00 Site Slope 95.70 Installation Contour Line Elevation (ft) 96.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft2) 78.00 Contour Length Available (ft) Sstrii~ution Cal{ in~s~rrnetican G .50t Cell Width (ft) 3.25, 6.5 or 9.75 Only -50.40' Designer Input Cell Length (ft) 2 is ersal Cell Desi n Loadin Rate p 9 9 (gpdift45 00f Dispersal Cell Length Required (ft) 2'•, nfluent Wastewater Quality (1 or 2) Pressure Distribution Information E' Center or End Manifold Are the laterals the highest point 2 Number of Laterals in the distribution ~Y 3.25 Lateral Spacing (ft) network? 3.26 Forcemain Drainback (gal) If N above, enter the elevation ft) 0.50 Forcemain Filter Loss (ft) of the highest point. 2.00 Forcemain Diameter (in) 20,00' Forcemain Length (ft) Does the forcemain drain back? Y 89.OOj inside Pump Tank Elevation (ft) 0.156 Orifice Diameter (in) (e.g. 0.25) 2.00 Estimated Orifice Spacing (ft) = 6.50 ft`/orifice 4.55 System Head (ft) x 1.3 7.45 Vertical Lift (ft) 0.32 Friction Loss (ft) 12.81 Total Dynamic Head (ft) 44.04 5x Void Volume (gal) 47.30 Minimum Dose Volume (gal) 26.93 System Demand (gpm) ate. Uii meter Selection' Latera! Diameter Selection Manifold Diameter Selection n dia. a bons cho ee in. dia. options choice 0.75 1.25 x 1.00 a 1.50 x x 1.25 x 2.00 1.50 x X 3.00 2.00 x 3.00 x~ Manufacturer In rrnation ~ Treatment Tank Information Effluent Filter Information 1060.001 Septic Tank Capacit~al) Lifetime Filter LLC l Filter Manufacturer INFLITRATOR _ 1Manufacturer LLT-9 ~'Filter Model Number Dose Tank Information Gallonslinch Calculator (optional) 540.00i Dose Tank Capacity (gal) Total Tank Capacity (gal) _11.00; Dose Tank Volume a1,in ) C Total Working Liquid Depth (in) ~,INFILTRATOR Manufacturer = gallin (enter result in cell DoseTankVolume) Project: ERrROL F. & HILDA IRENE GOODING Page 2 of 10 Mound Plea View 1/10 B Observation Pipe . K i A B I• Z 3 L Mound Component Dimensions ft E 12.68 in H 1.00 ft K 9.21 ft B 5ft F 14.50 in 1 10.12 ft L 68.42 ft A Mft D in G 0.50 ft J 6.04 ft W 22.65 325.00 (ft2) Dispersal Cell Area 830.79 (ft2) Basal Area Available 9.00 (gpd/ft) Linear Loading Rate 5.00 (ft) 1/10 B Obs. Pipe Placement Mound Cress Section Vi GeoMat Dispersal Area i Observation Pipe 12" ASTM C 33 sand as GeoMat required for Geo Mat Distribution Cell component GeoMat + 12° ASTM C-33 sand H G 98.58 Finish Grade Cover Material 97.45 Lateral Invert Elevation F 96.37 Dispersal Cell C7 Slope 6.0 Elevation E Contour Elevation 9570 Tilled Area Forcemain In situ soil - In situ soil Shading Key 1 Topsoil Cap 2 subsoil Cap 3 ASTM C 33 sand (T=) -t A TM# C 33 sand ([3) Tilled Layer Geo Mat See details on page 4 for number; size, and spacing of laterals. Pru;ect: ERROL 'r-. & HILDA IRENE GOODING Page 3 of 10 End Connection Lateral Layout Diagram turn-up w bail va've or cEeanput plug f ` 1st orifice located at Z Z~ KAll orifices point gown _sterals & force main of PVC Sch 40 per SPS Table 3$4.30-51 _ amber o,Laterals _ 2 Orifice G;a r n ' ,t raI Diameter 1,50 in~ ~ Orrice Spacing (XJ 2.' G ft ateral length (P) 49.40 ft Orifices per Lateral 25 Lateral End ( ' Zj 1.00 ft Orifice Density 6.501ft`Jorifice Lateral Spacing (S) 3.25 ft Manifold Length 3.25 ft Lateral Flow Rate 13.46 gpm Manifold Diameter 1.50 in System Flow Rate 26.93 gpm Forcemain Velocity 2 75 ft/sec Dose Tank Information .ray! ~ ~ Fc-cemain diameter 2 in. Sim /Tech Filter STF100 2116 : .,.:r• • t (~s .a • Pump of elevation (ft) 90.00 Dose tank elevation (ft) ~i"A 89.00 Dimension _ Inches Gallons INFILTRATOR A 20.79 338.70 Oa achy 540.00 B 2.00 22.00 Volume 11-00 galtinch C 4.30 47.30 D 12.001 132.00 Tout 49.09 540.00 =iiter Manufacturer Sim l Tech Filter F(iter Model Number STF 100 1116 Alarm Manufacturer SJE RHGMBUS~ Alarm Model Number fA8 K ALERL__ j Pump Manufacturer 1ZOELLER Pump Model Number 981 Pump Must Deliver 26.93 gpm at 12-81 ft TDH Note. Sv.^tehes contam!rg mercury may not be usea in tNs system. Pre;ect ERROL F N LDA IRENE GOODING Page 4 of 10 Geo at Distribution Cell Media Layout I 6.50 Cell Width (ft) =16 Sidewall to Lateral (ft) Distribution Cell Crass-section Arranctements o~~ipone~t Legend Distribution Pipe With, Pressure Lateral L_j Orifice Shield Turnup Enclosure - - - - - Pressure Lateral Gec,tlat s ccvtred with approved geotextile fabric as per the their product approval, Distribution Cell Plan View Layout - Typical u~ .cis Nidth - A (ft) ~Celi Length - B (ft) End L'6~oral Typical Ljisp,~~,rsal Cell `~J~,.. Ajp y~'tfle. ratlvz Ga'wic ~ lnfti:racve Sur`.xdFiow UYer d- i i m C-b-servation Pipes Shading Key ! Topsoil Cap ? subsoil cap ~wy A TM C 33 sand (F) t ASTM C 33 sand (b) S Tilled Layer [Z= Geo mat See details on page 4 for number, size, and spacing of laterals. c;e r & HiLDA, ERR;tiL GOODING Page 5 of 10 Mound System Maintenance and Operation Specifications Service Provider's Name!ADVANCED SEPTIC INSTALLATION Phone, 715-703-8337__ i POWTS Regulator's Name!§ CROIX COUNTY COMMUNITY DEVELOPMENT _ _ 1 Phone i,5-386-4680 System Flow and Load Parameters Design Flow- Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 30 mg/L Septic Tank Capacity 1060 gal Maximum TSS 30 mg/L Soil Absorption Component Size 325 ft2 Maximum FOG 10 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 Inspect and clean as necessary at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test periodically Pressure System Laterals should be flushed and ressure tested eve 3 ears Mound Inspect for ponding and seepage once even 3 years 0. r Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SIPS 384.30-1, have a watertight cap and are secured in as shown in the Synergy Systems GeoMat Mound Component Manual Version 1, 2017. 2. Dispersal cell media conforms to GeoMat products approved for use with the Synergy Systems GeoMat Mound Component Manual Version 1, 2017. Media is covered with an approved geotextile fabric. 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 6-8" Diameter Finished Threaded Cleanout Lawn Sprinkler Grade ~ Plug or Ball Valve Box. Lateral Ends at Last Orifice where "r Variable Length Cleanout Begins Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Distribution Lateral Lateral Cleanout 2.5 Feet Project ERROL F. & HILDA fRENE GOODING Page 6 of 10 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 [Synergy Systems L.L.C., Geomat Mound Component Manual version 1, 2017, Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01101) and SSWIVIP Publication 9.6 (01/81)) and local or state rules pertaining to system maintenance and maintenance reporting. 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 looking 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 as to 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 Wisconsin Department of Commerce. Pump Tank The dosing (pump) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper ooeration. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. If the force main has a weep hole. it should be noted if it is functional during pump operation, and if not, it should be cleaned. "No one should ever enter a septic or dose tank since dangerous gases may be present that could cause death."*x* 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 3 years. 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 pending. Ponding levels shall be reported to the owner, and any levels above 4 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 6 of this plan for the name and telephone r;umber of your local POWTS regulator and service provider. Project. ERROL F. u HILDA IRENE GOCGDING Page 7 of 10 a HEAD CAPACI RVE i W yam, ~1 3o MODEL ' s" 4 5/8 f FT 25- 3 sJa ti < = 6 20 - 1 is z 1- Q + + 1o - f a 3/t6 E 2 F= ~ v 1 o1 1/2-11 112 NPT I U.S. GhtLOWS 10 20 ; 30 40 50 so 70 so t j Lt7Efi5 0 00 t` 160 240 ( FLC : PER 3.;t;aUTE MODEL 98 60 CYCLE Feat 10011Crts Meters Liters \ 7T 1.5 273 10 bt 3.1 231 15 45 4,6 170 12 20 2S GA 95 loch Vobr. 23' a71 P3/4 16 I _ SKI-102 Electrical alternators, for duplex syste=ms, are available and Variable level float switches are available for controlling single supplied with an alarm. and three please systems. Mechanical alternators, for duplex systems, are available Double piggyback variable level float switches are available with or without alarm switches. for variable level long cycle controls. S21-=10N Gutaa 1, Integral float operated 2 polo mechanical snitch, no extemaf control required. Standard all models - fat f i 3 l s. -'/z H.P. 2. Single piggyback variabetevalfloat switchordouble piggyback variable level, 98 ssaries Co ntrdl 4ection float switch. Refer to F em. t' c" Volts-Ph Mode Amps simplax 0uptex 3 Mechanical alternator 10-0072 or 104)075. KM 115 1 Aulo 9.4 1 or l &7 - 4- See FM0712, for correct model of Electrical Alternator. N98 115 1 ton 9.4 2 or 2 & 6 3 or 4 & 5 5. Control switch IM225 used as a control activator, specify duplex (3) or (4) float System. 096 230 1 Auto 4.7 1 or 1 & 7 - 6. F our (4) hole 3-Pak, }unction bor., far vratertighi connection or wired-in E98 230 1 Non 4.7 2 or 2 & 6 3 or 4 & 5 simplsx or duplex operation. 1043002. T Two (2) hole J-Pak, for watertight connection or splice. "UTICIN Fwirt:rrssatcn 2atle t2c2['ar 5sreta t¢sca€~a9,,Ng c Vesiariiz LevelS~~tcfieS, ; i„_s i[nTion c; on:rcls, a oi_ciio=a cc^rtr_es ai}u3 airing >ilauld be done by,, qu.IiT:sd R-64 77. Eectnc'tLterriatcts,FV,04aa;t Q- 4Ri ' r.F 0495;Surnp(S2u 8asim,FLID437, licaosad eiec,risian. Ali j1 o,, ic3t and safety cnces shouldbe zoliavied including the most SErlj'-a P eSiW!exPurrpControi, 9 a;,a~rr, Systems, FN 732 , _c_ni:Pst"ronat E,ectrly cod". UIEC) e'm; O,e Occupatiotial Saiety and licaltit rkct ( SSA;. For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. y LW TO: RO, BOX 1047 -Pe k'7t116LYiltBtSOt . SNP TO: 3649 Caw Runt Ruad PLI _ ,1. F ltX(5D i5vilk KY 4D256.047 Lotw e, KY 442f f-1961 Quarrrr ~unsvsvcE /~j,~,yp hffp'Avvvw.x corm f` 77 X(50 rf 92X 2) n4-3~zb NFILTRATOR' iM-1 060 r The Infiltrator IM-1060 isa lightweight strong v and durable septic tank. This watertight tank design is offered with Infiltrator's line of custom-fit risers and heavy-duty lids. ` t Infiltrator injection molded tanks provide a ~revolutionary improvement in plastic septic tank design, offering long-term exceptional strength and watertightness. • Strong injection molded polypropylene construction • Ligh~veight plastic construction and inboard lifting lugs allow for easy delivery and handling • Integral heavy-duty green lids that interconnect with TW" risers and pipe riser solutions • Structurally reinforced access ports eliminate distortion during installation and pump-outs • Reinforced structural ribbing and fiberglass bulkheads offer additional strength • Can be installed with 6" to 48" of caves • Can be pumped dry during pump-outs • Suitable for use as a septic tank; purnp tank, or rain,vater (nen-; otab# ank • No special installation, backfill or water filling procedures are required. r`.'.trator t1'ser Svsten HEAVY DUTY LID CUTAWAY Reinforced 2' _04 r structural access port TANK CUTAWAY Pars t o 3af e IVal w t~ S g ~~y n d ~y Structurai bj *heads t~ MID-SEAM CUTAWAY I t v Reinforced water tight mid-seam t ~t gasueted connection 1, V'11 IM-10610 General Specifications and Illustrations ~ w r ~ (7y jr Ji j7 jj t A x_ 1! td ll.'s A. _J; iA < r r TOP VIEW The IM-1060 is an injection molded two piece mid-seam ' 1~ rrr if~ [xna~ plastic septic tank. The IM-1060 injection molded plastic design allows for a mid-seam joint that has precise dimensions for accepting an engineered EPDM gasket. Infiltrator's gasket ~E"` ND VIEW design utilizes technology from the sanitary sewer pipe industry to deliver proven means of maintaining a watertight seal. The f',vc-piece design is permanently fastened using a series of nor (-corrosive plastic alignment dowels and locking seam clips. W< e P 1 1t 0.v1il be assembled and sold through a network of ~.vv a a?^r dlsfr::uutors. Parameter Units Values Working capacity gat (L) 1,094 (4,141) SIDE VIEW -otal capacity gal (L) 1,287 (4,872) Airspace aro 17.6 Nominal wall thickness in (mm) 0.2 (5.1) - T~NxrQa - conTC:uoss Length in (mm) 127.0 (3,226) HALF GAS<ET Width in (mm) 62.2 (1,580) TANK I"IrERIOR -C SUMCUP Length-to-width ratio 2.3 to 1-f' Ktit'cNT Height in (mm) 54.7 (1,389) DO EL,34, TANK~OTTOM HALF Liquid level in (mm) 44.0 (1,118) Invert drop in (mm) 3 (76) MID-HEIGHT SEAM SECTION Fiberglass supports 2 Alignment doweis 34 Lacking clips - 68 Compartments 1 or 2 Maximum burial depth ft (m) 4 (1.2) Minimum burial depth ft (m) 0.5 (0.2) INFILTRATOR` Maximum pipe diameter in (mm) 4 (100) Weight Ibs (kg) 315 (143) c. Ness Park Rona F.O. Box 708 Old Sayb Qok, CT 06475 - 77-7Cu0 • FAX hcv-5'7-7'0 www.inflitratorsystems.com For technical assistance, installation instructions or customer service, call Infiltrator Systems at 1-800.221-4436 I N.102,091 1 f S l-4 Q:1TecWca? 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