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032-2083-80-000
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Permit Holder's Name: city Village X Township Parcel Tax ffo: CST BM Elev: sp. BM Elev: BM Description: Section/Town /Range/Map No: 3 0V /� �M 1 " . 'Zd J'. TANK INFORMATION ELEVATION DATA -7, 5 , /6 4 /ate TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic � r � L,' /dam Benchmark I t- Dosing C orwlo a � ' Alt. BM !� !� "7, S 0 ,f Z '76 Bldg. Sewer Uj ems. I Holding St/Ht Inlet Pa 16 :5Z5 . 4- St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vont to Air Inta e R D Dt Inlet v Septic , zs za i Dt Bottom 9� ` 53 Dosing jj3 _ Header /Man. 3, 9 lb S• a / !-� ZS Aeration / Dist. Pipe /a Holding Bot. System PUMP /SIPHON INFORMATION Final Grade 0(, P- 3 1 Manufacturer GP De St Cover a e., I L A 4 G � , /1• (P 9 - q� 1 Model Number 1:52 LJ (P ,�� ! _ 7 4, f 115'• r/ TDH Lift Friction Loss System Head TDH Ft I fL ength 3 - Z 5 l n� q r ��., 63 yt . Forcemain Dia. �i Dist. to Well z S3 iA, • r SOIL ABSORPTION SYSTEM /OZ 'F S, Z7 BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. IlLiquidDepth DIMENSIONS �, 's Z7 7 __ SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type Of j ystem: - 7 / a T 5 UNIT Model Number: Z 7 S DISTRIBUTION SYSTEM E Header /Manifold S M Distribution / / // ` I x Hole Size //-- A/ I x Hole Spacing Vr4 to Air intake Lengt Dia ,'" Length Dia Spacing Z' `� �6 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over 70 1 Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Centept+ 73 Bed/Trench Edges \ Topsoil ' Yes 0 No Yes ® No /3 , COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: �/ / ' d Inspection #2:. 1 Location: l !�0 ��� �f' r \� �(J �. 2 Parcel No: � 7 1.) Alt BM Description = F ' � �/ / otz 2.) Bldg sewer length = ,ZO y n P O Z /_ 11 f c..,. lZ amount of cover � /�-rJ S - = / .�...5 G, 2 6.� V - ru P Plan revision Required? Yes X No Z�o b Use other side for additional information. \SBD -6710 (R.3/97) Date epctor's gnature Cert. No. JOHN SCHMTIT SEPTIC SYSTEM SER VICES 616150 A VENUE SOMERSET, WI 54025 MOUND SYSTEM PRoJECT NAME JOHN & CATHERINE GU NMER ADDRESS 1488 TWIN SPRINGS ROAD, HOIILTON, WI54082 LEGAL SEU4, SW4, Af,, T30N, R20W TOWNSHIP ST. JOSEPH COUNTY ST. CROIX sUBDI vwoN TWIN SPRINGS ADDITION LOT #. 34 & 3S PARCEL I. D. NUMBER 032-2083-80-000 CONTENTS Page 1 Index Page 2 Data Entry Page 3 Plot Plan Page 4 &5 Septic/Aerobic Treatment Tank Cross Section Page 6 &7 White Knight Approval Letter Page 8 &9 Polylok 525 Information Page 10 & 11 Dose Tank Cross Section Page 12 & 13 Pump Specification & Curves Page 14 & 15 SIM/TECH STF -100 Information Page 16 Mound Plan Cross Section Page 17 Lateral Diagram Page 18 & 19 Management Plan Page 20 & 21 Maintenance Agreement Page 22 Warranty Deed Attachment 1 Soil Evaluation Report Attachment 2 White Knight Design, Installation, Operation &Service Manual Mound Component Manual (Version 2.0) SBD- 10691 -P (N. 01 /01) Pressure Distribution Component Manual ( Version 2.0 ) SBD- 10706 -P (N. 01/01) By: License: 223760 Date: September 7, 2010 Mrl I C/ WIN r r1UI4C 14U. f IDe4 f4iiz) f Sep. lb eUl'U le JAI I'1 h'4 Page 2 of 22 ` ' , Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 =150 %) 450 Design Flow (gpd) 8 Site Slope ( %) 103.83 Contour line Elevation (ft) 2$ Depth to Limiting Factor (in) 1 In -Situ Soil Application Rate (gpd /sgft) Distribution Cell Information 2 Number of Dispersal Cells 4 Distance Between Cells (ft) >3ft 27 Dispersal Cell Length Along Contour (ft) 4.5 Cell Width (ft) 2 Influent Wastewater Quality (1 or 2) Pressure Distribution Information for a Cell E Center or End Manifold 2.5 Lateral Spacing (ft) 4 Number of Laterals 0.188 Orifice Diameter (in) 2 Orificr Spacing (ft) 4.33 Sgft/orifce 2 Forcemain Diameter (in) 90 Forcemain Length (ft) 89 Pump Tank Elevation (ft) A 57 System Head (ft) x 1.3 14.67 Force Main Drainback (gal) Vertical Lift (ft) 20.5 5x Void Volume (gal) Friction Loss (ft) 35.17 Minimum Dose Volume (gal) In- line Filter Loss (ft) 36.96 System Demand (gpm) Total Dynamic Head (ft) Lateral Diameter (in) 21 Manifold Diameter (in) Treatment Tank information 1 LOJ Pretreatment Tank 'Capacity (gal) Pol Iok Filter Manufacturer 500 Clarification Tank Capacity (gal) 1 525 Filter Model Number Wieser W1000 500 -MR Manufacturer and Model Dose Tank Information 750 Dose tank Capacity (gal) SiM/TECH Filter Manufacturer 20.28 Dose Tanis Volume (gal/in) STF -100 Filter Model Number Wieser WLP750 -MR I Manufacturer and Model Zoeller Pump Manufacturer 153 Pump Model • r�r� I t_� vl In r = - IUIYC IYU. (1JC'i f'-FOJ f JCN. 1O GCJ1 'U 1C.• JOrI'I r Page 3 of 22 Ot 777 :,.h O il 1 i �,.. i n 50 cr #�. r r„ ►, }' 77, s yo NO k ,. • 1 "� ® M Page 4 of 22 SEPTIC TANK/AEROBIC TREATMENT TANK DETAIL/ TWO COMPARTMENT Project Name: John and Catherine Gunther Tank Manufacturer: Wieser Concrete Tank Model: W1000 500 -MR Construction Type: Precast Concrete Tank Volume: 1st Chamber i000 gal 2nd Chamber 500 gal Total 1500 gal Effluent Filter Manufacturer: Polylok Effluent Filter Model: 525 White Knight MIG Model WK-40 installed in 1000 gallon compartment as per manufacturers instuctions 92.85 ft Inlet Elevation Outlet Elevation 92.60 ft Finished Grade <- 23" Minimum -> Manholes w /locking devices < and warning labels > Air pump Co E in basin v Manhole or m Inspection Opening S Baffles 4 Air Line Effluent Filter A Aerobic Tr eatment Tank Clarification Tank 3" Bedding Under Tank Plumber /Designer Signature: License #: DE 1927 -007 Date: 7- Sep -10 Page 6 of 22 SAFETY AND BUILDINGS DIVISION Plumbing Product Review comme=.wil.gov P.O. Box 2658 Madison, Wisconsin 53701 -2658 ri sco ns i n TTY: Contact Through Relay ay It of Commeroa Jim Doyle, Governor Aaron Olver, Secretary June 16, 2010 RE- ISSUED 7/6/2010 KNIGHT TREATMENT SYSTEMS MARK C NOGA, VP 281 COUNTY ROUTE 51 A OSW EGO NY 13126 Re: Description: SEWAGE TREATMENT APPARATUS (Tier 3- downsizing & vertical separation credit) Manufacturer: KNIGHT TREATMENT SYSTEMS Product Name: WHITE KNIGHT MICROBIAL INOCULATOR /GENERATORTM Model Number(s): WK -40 AND WK -78 THIS APPROVAL AND ITS CONDITIONS ARE LIMITED TO USE & INSTALLATION IN NEW POWTS SYSTEM DESIGNS [WK -40: MAX. DWF 750 GALSJDAY; RESIDENTIAL STRENGTH WASTEWATER; MIN. TANK CAPACITY =1000 GAL. or 1.5 -DAY RESIDENCE TIME WITH 2 -DAY RESIDENCE TIME PREFERRED. WK -78: MAX. DWF 1200 GALS. /DAY; RESIDENTIAL STRENGTH WASTEWATER; FOR HIGH STRENGTH WASTEWATER/COMMERCIAL UP TO 1500 MG/L SOD5; MIN. TANK CAPACITY = 2000 GALS. or 1.5 -DAY RESIDENCE TIME WITH 2 -DAY RESIDENCE TIME PREFERRED; FOR MAX. AVG. F.O.G. SEE STIPULATIONS REGARDING TREATMENT TRAIN) Product File No: 20100070 The specifications and/or plans for this plumbing product have been reviewed and determined to be in compliance with chapters Comm 82 through 84, Wisconsin Administrative Code, and Chapters 145 and 160, Wisconsin Statutes. The Department hereby issues an approval based on the Wisconsin. Statutes and the Wisconsin Administrative Code. This approval is valid until the end of June 2015. This approval is contingent upon compliance with the following stipulation(s): • This product must be utilized in accordance with the manufacturer's printed installation instructions and this product approval. If there is a conflict between the manufacturer's installation instructions and the product approval, the product approval requirements will take precedence. • The minimum depth of unsaturated soil for treatment purposes of the treatment/dispersal cell that receives that wastewater from this product must comply with the vertical distance listed in Table 83.443 under Fecal Coliform equal to or less than 10,000 cfu /100 ml column heading. • A copy of this approval letter and the manufacturer's printed installation instructions must be supplied to the buyer of this product. • The outlet baffle of the septic tank, which has this product installed, must have installed an effluent filter capable of filtering particles of 1/8 inch in size or larger. • This product must be installed by a properly licensed plumber. • A state Sanitary Permit must be obtained when this product is installed. • The IOS -500 inoculant must be exchanged at least on an annual basis. SBD- 10564 -E (N.10/97) File Ref: 10007010.DOC Page 7 of 22 KNIGHT TREATMENT SYSTEMS Page 2 June 16, 2010 Product File No: 20100070 • Prior to installation of this product, plans and specifications must be submitted to the department or to an approved agent municipality for review and approval in accordance with s. Comm 82.20 (1) of the Wis. Admin. Code. Written approval for the plans and specifications shall be obtained prior to installation of the product. • AS OF MARCH 1, 2009 ALL ELECTRICAL CONNECTIONS FOR PRIVATE SEWAGE SYSTEMS MUST COMPLY WITH S. COMM 16.300 WIRING METHODS. • An access opening of sufficient size to allow installation, inspection maintenance and servicing of this device /product must be provided. This access opening must terminate at or above grade. • When this product receives wastewater from dwellings, it will produce an effluent quality with a maximum monthly average value for BOD5 of less than or equal to 30 mg /L, TSS of less than or equal to 30 mg /L TSS and F.O.G. of less than 30 mg /L and fecal coliform of less than or equal to 10,000 cfu /100 mi. • This approval for the above - referenced PRODUCT FILE No. does not provide for the inclusion of this product in an existing failing POWTS; products to rejuvenate failing POWTS must have separate approval by COMMERCE for chemical or physical restoration (CPR). [s. COMM 83.53). • For commercial use in establishments with food service, full service restaurants, and similar facilities, state - approved upstream grease Interceptor of an acceptable size and treatment performance must be Installed to bring wastewater parameters to acceptable levels: FOG — 200 mg /L. Tank must allow for min. of 2-day residency time of average DWF with a suggested min. capacity of 1500 gallons. • Table 1 Maintenance, Inspection, Pumping Requirements WHITE KNIGHT MICROBIAL INOCULATOR/GENERATORTm PRODUCT/ (Models) WK 40, WK 78 . ............................... Initial /Startup Inspection/ Maintenance -- service agreement may be required by manufacturer; replace IOS -500 inoculant annually Ongoing Pumping Cycle And/Or Requirements N/A Back -Wash Cycle N/A Effluent Performance Levels NO (NSF Class 1) BOD5 Credit For Downsizing Distribution Area YES Fecal Credit For Reduction Of Vertical Separation YES Additional Comments N/A The department is in no way endorsing this product or any advertising, and is not responsible for any situation which may result from its use. Sincerely, Jean M. MacCubbin, CST Engineering Consultant -- Plumbing Products Review Commerce; Safety & Buildings Div. PO Box 2658 201 W Washington Ave. Madison WI 53703 -2658 Phone: 608 - 266 -0955; Fax: 608 - 283 -7456 E -mail: Jean. MacCubbinC WI.GOV __Page 8 of 2 POLI K Ioc INSTALLATION INSTRUCTIONS &w ' of PL- 525 /PL -625 FILTER INSTALLATION INSTRUCTIONS Center filter with opening JX (7 L N J0 = LL e e Additional pipe or Polylok Extend & Lok° Glue for centering. Step 1: Step 2: Step 3: (A) Locate the outlet of the septic tank. (A) Before installation, place the (A) Glue the filter housing on the (B) Remove tank cover and pump tank filter housing on to the outlet pipe. outlet pipe. if necessary. (B) Make sure that the housing (B) Insert the filter cartridge in the is positioned so the filter can be housing, making sure the filter removed from the tank for cartridge is properly aligned and maintenance and service. completely inserted in the housing. MAINTENANCE INSTRUCTIONS U1 w i � e Step 1: Step 2: Step 3: Locate the outlet of the septic tank. (A) Remove tank cover and pump (A) Insert the filter cartridge back if necessary. into the the housing making sure • N O T USE PL (B) Pull the filter out of the housing. the filter is properly alighed L WHEN FILTER IS • A ,�,....,� , ,.....�. (C) Hose off the filter over the septic tank. and completely inserted. $ Make sure all solids fall back into the (B) Replace septic tank cover septic tank. DOSE TANK DETAIL Page 10 of 22 a Owner's Name: John and Catherine Gunther 92.58 ft Inlet Elevation Weatherproof Manhole with Locking Device Junction and and Warning Label ' "• Puick disconnect fitting memo A Alternate forcemain outlet Co i — r, res (a) Dimensions Inches Gallons s - -- - - - -- - - -- a 20 405.6 se ara (b) { alarm on __ ------- e 2 40.56 dose vol (c) pump on c 3 60.84 d 15.16 243.36 §, Total 37 1 750.36 d (d) 89.00 Intake Elevation Tank Manufacturer Wieser Concrete Pump Manufacturer Zoeller Tank Model WLP750MR Pump Model 153 Tank Capacity 750 gal Alarm Manufacturer Septronics Tank Volume 20.28 gal / in Alarm Model TM -1 Filter Manufacturer Sim /tech Filter Model STF -100 DOSE VOLUME CALCULATIONS TOTAL DYNAMIC HEAD CALCULATIONS Design Flow (DWF) 450 gal / day Min Network Supply 3.75 ft 3.25+ 0.5 Number Of Doses 7 /day Passive Vertical Lift 15 ft — (Header /D.Box elev. - Pump intake elev.) Max. Dose Volume 90 gal Friction Loss 2.57 ft Fe orY Length x Friction Loss Drain Back 14.67 gal Total Dynamic Head 21.32 It Design Dose Volume 60.84 gal Min Discharge Rate 36.96 gpm NOTE: Pump and alarm are to be installed on separate circuits. INTERNAL DIMENSIONS OF TANK Length 78 in Width 78 in Liquid Depth 37 in Plumber /Designer Signature: 2" License #: 223760 Date: 9/7/10 Page 12 -of 22 ~ SECTION: 2.20.047 : LW, /TY P I/MP8 FINCE IAFA FM1919 0110 Product tikformation Sup presented ® L" er here reflects condfione at 1108 of of publication. ConsuR factory PUMP l0_ regarding =pa or inconsistenaes. MAIL TO. P.O. BOX 16347 • Louisville KY 40156 -0347 visit our web site: SHIP TO. • 3649 Cane Run Road • Louisville, KY 40211 -1961 www.Zoeiler com (502) 778 -1731. 1(800) 918 -PUMP • FAX (501) 774 -3624 COMPARE THESE FEATURES • Durable cast iron construction 151/1521153 EFFLUENT SERIES • Model 151 comes standard with a glass - filled polypropylene base (For Pump Prefix /dentirication see News & Views W52) • Corrosion resistant powder coated epoxy finish • Stainless steel lifting handle " O O S E _MATE " • Assembled with stainless steel bolts • Non - clogging engineered thermoplastic vortex FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP) impeller design AND ENHANCED FLOW STEP SYSTEMS • Model 151 -1 /3 HP passes %" spherical solids EFFLUENT • Model 152 -.4 HP passes 1 /4" spherical solids SUBMERSIBLE p. • Model 153 -1/2 HP passes 3 /4" spherical solids 1'/2 NPT DISCHARGE • Motor - 60 Hz, 3450 RPM, oil - filled, hermetically sealed, automatic reset thermal overload protected Model N152/N153 • Carbon /Ceramic seals �*[U High Head C S Effluent • Upper sleeve bearing and lower ball bearing running TededbULSWmtffdUL778 a"d cwNW to k:sA in bath of oil 9twdadCSAPP.2 No. 108 • 20 ft. UL Listed power cord with molded 3 -wire plug • 1 YZ" NPT vertical discharge MODELS AVAILABLE • BN and BE standard models include a 20 ft. variable • N151/N152/N153 8 E151052053 nonautomatic level float switch • BN151BN152BN153 8 BE151BE152/BE153 • 0 Operates at temp to 130 °F 54 °C n effluent packaged With Piggyback Variable Level Float Switch p � ( ) i • 1/3_4 81/2 HP, 1 Ph 115V or 230V applications • All models include a 1 1 /2 " x 2" PVC adapter fitting Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. POWDER COATED TOUGH PUMP ZA9. Model BN152/BN153 MAIL 70. P.O. BOX 16347 High Head Louisville, KY 40156 -0347 Effluent SHIP TO 3649 Cane Run Road Louisvlle, KY 40211 -1961 (502) 778 -2731. 1(800) 918 -PUMP FAX (502) 774 -3624 Manufacturers of. . Z ® ` Q!l&1r.' PL/MPA 9/ , WT E.X 0 Copyright 2010 Zoeller Co. All rights reserved. Rge 14 of 22 Toll Free 888 - 999 -3290 MailtngAddress Office 231 -582 -1020 1455 Lexamar Drive, Boyne City, M149712 Fax 231 -582 -7324 Email simtech @freeway.NET Web www.gag- sitntech.coni INSTALLATION & SERVICE INSTRUCTIONS INSTALLATION: When installing an STF -100, screw filter into discharge port of any pump that has a 2" National Pipe Thread. Pumps with a smaller discharge port may be adapted to fit. When installing an STF -100A2 a tailpiece and male adapter will need to be added to the inlet end of the filter to the desired height and a 2" union will need to be added to the outlet end of the filter. Always install the filters in a position where they can be easily serviced. * *Always use caution when starting threads to avoid cross threading * *. Plumb force main into the 2" sch 80 PVC union. *"We recommend that the union remain together during gluing to insure that glue or cleaner does not ruin O -ring or sealing surface * *. SERVICE: Service of filter screen is dependent on usage as every system is unique. For most residential systems we recommend inspecting the filter within the first year to determine the necessary service intervals for the filter. In high volume systems we recommend inspection within the first 6 months to determine necessary service intervals for the filter. Once the service interval is determined it should be consistent unless something changes in the system. Always inspect the filter screen for any damage or corrosion and replace if necessary. If our STF -101 service alarm switch has been installed and adjusted properly it will alarm when the filter requires service. It should be serviced no less than when periodic pumping of the septic tank and pump chamber is performed. Servicing will be more frequent if using any one of our optional filter socks (600 micron, 150 -190 micron, and 100 micron). Check your local health department for septic system servicing recommendations. If the screen becomes clogged before the periodic pumping requirements, a high level alarm or light will indicate the need for service. If system is equipped with a "pump on light" that stays on longer than normal, this also may indicate a need to service filter. To service filter screen, unscrew the 4" cap. Pull filter screen from canister and wash out thoroughly in appropriate location with proper protection. In some cases an additional filter screen allows quicker service allowing the dirty filter to be washed later at the shop. /fie 6W In odd cormiftbne the tllMerral Ipll to rorr m.. AW is Wsr h a warm ame arpour warm wa; teromwMe c:ap befts rlamoxr %1� ' JrteWed J6n 09 # rtt tadrrs a stable Wnperskme and mmov ft the car wit nd be a If the system is equipped with our Service Alarm Switch, the filter screen does not need service until the Service Alarm Switch activates a light or audio alarm. We still recommend that the filter be inspected once a year for damage or corrosion. NOTE: The total dynamic head loss of the system must be increased by 0.5 feet of head to overcome friction loss through the filter. SERVICE ALARM SWITCH The alarm switch is available in three pressure ranges, low head, medium head, and high head. Installation is simple, on SIM/TECH FILTER systems, remove W plug from base of filter chamber and connect tube fitting. Next, run the tube up into the tank riser and connect to service alarm switch. The alarm switch is fastened to the side of the riser via the nylon strap provided. Run alarm wire to alarm box. The service alarm switch can be wired with its own alarm or with the high water alarm. Pressure adjustment is made by removing the end plug, and inserting the 7/32 alien. Clockwise increases pressure. One turn equals approximately 3 PSI. The low head alarm switch comes factory preset at 8 PSI and is completely field adjustable within it's range (3 to 24 PSI). We recommend the use of a ball valve when using an alarm switch. Once you have installed the filter and alarm switch, the ball valve can be closed off to simulate a plugged filter so that you can make sure the alarm switch is working correctly. ** **TRY OUR LID /SCREEN REMOVAL WRENCH. Our wrench holds filter lid firmly and hooks screen for easy removal and installation. Made of PVC plastic. Installation Service Instructions.doc t NUM : KHIC /VHH f HUNS NU. : (1tx24(4Ut)( bep. 'lb �b'1!'J 'l� 3bF'I "I Y'b,;• r r ! Page 16 of 22 Mound Flan and Cross section 'Vi t 1 /10 B Observation pipes ............ ; "� . s ..'� , ^.i~ Aggregate ~�• A .,4 .. .:.. : . • ; C :;: :.+:; w ..:. 1 �'x 'hfLy cry �, -, =, •s• � �� S te- 2 } '�` • �r i'Y •'�i7r..T � �t� �5 i � r =+ � � � i #T ' � Z ��T a'Y'� 5= i..�.� ?. n.2•� 3 - ASTIvf C33 Sand L Mound Component Dimensions A 4.50 ft E 20.52 in H 1,00 ft K 8.82 It B 27.00 ft F I 9.00 in 1 11.72 ft L 44.64 ft 4.00 ft G 0.50 ft J 4.67 ft W 29.38 ft D 8.00 in 243 (sgft) Disperal Cell Area 887.44 (sgft) Basal Area Available 16,07 (gpd) Linear Loading Rate 2.7 (ft) 1110 B Obs. Pipe Pladement Mound Cross Section View Aggregate Dispersal Area 106.25ft Finished Grade 1��. ` ft Subsoil Cup +�lrlil. H'f /1 / / / //H 1 �� ' Dispersal Cell : g a 0 0 o Lateral invert Elevation Lateral Invert p:: -: ;;:;:;:: E ................. :- :::::::::':; ASTNI C33 Sand ;t.,, .4% fry .... j! . � ir : :' }': • . }3 �::... . . J }i } } J -J JJ =f� fy %y /� %± h.�C��% Flti -! !' } �1 � � }� • � • f • tY ' � y • rY vt +1 8 % Site Slope Page 17 of 22 End Connection Lateral Layout Diagram Laterals *~ed taNK • - Turn -up udball va" or olrranoutplup P A/ laterals are idleneloal IF. X-+I Holes drilled on the bottom of the lateral equally spaoed S Foroe main oonrleotim Wa tee or ortxs to manifold at .any point. Laterals & foroe main of PVC Soh 40 (per COMM Table 84.30 -5) =twrals ent loal I+ X--+l Holes drilled on the bottom of the lateral equally spaoed S Number of Cells 2 Orifice Diameter 0.188 in Cell Spacing 4 ft Orifice Spacing 2 ft Laterals per Cell 2 Orifices per Lateral 14 Lateral Diameter 1 in Orifice Density 4.33 sgfUorifice Lateral Length (P) 26 ft Manifold Length 11 ft Lateral Spacing (S) 2.5 ft Manifold Diameter j .5 rn Lateral Flow Rate 9.26 gpm SEE CORRESPONDENCE System Flow Rate 36.96 gpm Total Dynamic Head 21.32 ft Page 18 of 22 POWTS OWNER'S MANUAL & MANAGEMENT PLAN FILE INFORMATION SYSTEM SPECIFICATIONS Owner: John & Catherine Gunther Tank Manufacturer: Wieser Concrete r NA Permit # 0 Septic i= Dose Holding Volume: 1000/500 ga DESIGN PARAMETERS Tank Manufacturer: Wieser Concrete r NA Number of Bedrooms: 3 r N E Septic N Dose Holding Volume: 750 gal Number of Public Facility Units: r NA Vertical Distance Tank Bottom (s) to Service Pad: ft Estimated (average) Flow: 300 gay Horizontal Distance Tank(s) to Serivce Pad: ft Design (peak) Flow = estimated x 1.5: 450 galh Specific servicing mechanics must be provide if vertical is>15 feet or if In Situ Soil Application Rate: 1.0 gal/dayl horizontal is > 150 feet. Specific instructions to be provided on back. Standard Domestic Influent/Effluent Monthly average Effluent Filter Manufacturer: Polylok / SIM/TECH r NA Fats, Oils & Grease (FOG) 530 mg /L Effluent Filter Model: 525 / STF -100 Biochemical Oxygen Demand (BOD5) 5220mg /L 1✓ NA Pump Manufacturer: Zoeller r NA Total Suspended Solids (TSS) :5150mg /L Pump Model: 152 High Strength Influent/Effluent Monthly average Petreatment Unit Fats, Oils & Grease (FOG) 530 mg /L Manufacturer: Biochemical Oxygen Demand (BOD5) 5220mg /L r NA $1 Mechanical Aeration r Peat Filter r NA Total Suspended Solids (TSS) :5150mg /L r Disinfection r Wetland Petreated Effluent Monthly average r Sand/Gravel Filter r Other. Biochemical Oxygen Demand (BODE) 530mg /L Soil Absorption System Total Suspended Solids (TSS) 530mg /L r NA r In- Ground (gravity) r In -Ground (pressure) r NA Fecal Coliform (geometric mean) :5104cfu /100m1 r At -Grade N Mound Maximum Effluent Particle Size: Ys in dia. f N r Drip -line r other. Other: r Other: ==NA MAINTENANCE SCHEDULE Service Event Service Frequency When combined with sludge and scum equals one -third (%) of tank volume Pump out contents of tank(s) When the high water alarm is activated mss) Inspect condition of tank(s) At least once every: 6 years) (Maximurn 3 ears) r NA month(s) Inspect dispersal cell(s) At least once every: 6 r year(s) (Maximum 3 ears) r NA r n-ws) Clean effluent filter At least once every: 1 year(s) r NA Inspect pump, pump controls & alarm At least once every: 6 year(s) r NA Flush laterals and pressure test At least once every: 1 15 years) r NA a —"s) Other: Maintain White Knight At least once every: 6 r year(s) r NA s Other: Add Bacteria At least once every: 1 year(s) r NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Insepector; POWTS Maintainer; Septage Servicing Operator (pumper). Tank inspections must include a visual inspeciton of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicated a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumualtion of sludge and scum in any treatment tank equals one -third ( %) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Admininistrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, petreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 30 days of completion of any service event. (Rev.2/05) II Page 19 of 22 START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals or sediment that may impede the treatment process and/or damage the soil dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During extended power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose and may overload them resulting in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) discharge; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks, pits and other soil absorption systems shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide the opportunity to obtain a sanitary permit for a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at the time of their permit issuance. ❑ A suitable replacement area is not available due to setback and /or soil limitations. If the soil absorption system cannot be rehabilitated and barring advances in POWTS technology, a holding tank may be installed as a last resort. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. WARNING: TREATMENT TANKS AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES AND LACK SUFFICIENT OXYGEN TO SUPPORT LIFE. NEVER ENTER A TREATMENT TANK OR HOLDING TANK UNDER ANY CIRCUMSTANCE. DEATH MAY RESULT. ESCAPE OR RESCUE FROM THE INTERIOR OF A TANK IS VERY DIFFICULT. ADDITIONAL INFORMATION: POWTS INSTALLER POWTS MAINTAINER Name: John Schmitt Name: John Schmitt Phone: 715 - 760 -0486 Phone: 715- 760 -0486 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name: Apostle Septic Service Name: St Croix County Zoning Phone: 715497 -5929 Phone: 715- 38614680 This document is intended to meet minimum requirements of Ch. Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. Use of this document does not guarantee the performance of the POWTS. (Rev. 2/05) Page 20 of 22 Document Number Document Title Maintenance Contract for Septic System This Maintenance Contract for a Private On -Site Wastewater Treatment System(POWTS) is Between John or Catherine Gunther and John Schmitt. Recording Area Date of Contract: Name and Return Address: Location of POWTS: 1488 Twin Springs Road, Houlton WI 54082 Legal Description of Property: SEI /4,SE1 /4, S15, T30N, R20W *see attached legal description As Inducement to the County of St. Croix to Issue a State Sanitary 032 - 2083 -80 -000 Permit for the Above Described Property, We, the Owners Agree to the parcel Identification Number Following: (PIN) 1. The Owner agrees to have the POWTS inspected and maintained by a qualified maintenance provider. 2. The owner agrees to provide access to the POWTS for the qualified maintenance provider in order to service and/or maintain any and all components of the POWTS. Accruing to the maintenance and monitoring schedule provided by the POWTS manufacturer (including Sludgehammer Unit, St. Croix County Zoning Department, and Wisconsin Department of Commerce. 3. Minimum performance monitoring will include: a. Type of use b. Age of System c. Type of Fill Material Used (If Applicable) d. Nuisance Factors, Such as Odors or Complaints e. Mechanical Malfunction Within the System. Including Problems with Valves, Mechanical or Plumbing Components f. Material Fatigue, Including Durability, Corrosion, or Integrity of Construction and Design. g. Neglect or Improper use of POWTS. Examples Include Exceeding the design rate, Poor Maintenance of vegetative cover, unapproved covers over the POWTS or inappropriate activity over the POWTS. h. Pump Malfunction. Examples Include Dosing Volume Problems, Pressurization Problems, Breakdown, Burnout, or Pump Cycling Problems. i. Ponding in Distribution Cell. Ponding Prior to Dosing is Evidence of a Developing Clogging Mat, or Reduced Infiltration Rates. j. Overflow or Seepage Problems. Often Apparent When Sewage Effluent has "Ponded" at Surface of Ground. 4. The Owner further agrees to pay the qualified maintenance provider for all charges incurred while inspecting, pumping, or otherwise servicing and/or maintaining the POWTS in such a manner as to prevent or abate any human health hazard caused by the POWTS. Contract Drafted by: John Schroeder 5. The Owner agrees that if required by the qualified maintenance provider, to have any components oFSq S22 corrected by a Wisconsin Licensed Master Plumber that has knowledge regarding the installation and/or repair of the POWTS. 6. The Owner contract is binding for two years from the date in which the final inspection is made for the fully installed POWTS. This date will be located on the inspection report filed with the St. Croix County Zoning Department. 7. The Owner agrees to contact the qualified maintenance provider to have the POWTS inspected and maintained annually (or at intervals required by the county or state governmental unit) after the initial two years. (Additional evaluations may be required if warranted by operational condition of POWTS.) 8. A qualified maintenance provider shall possess a POWTS maintainer credential from the WI Department of Commerce. 9. The qualified maintenance provider shall agree to submit an inspection report to the St. Croix County Zoning Department on an annual basis. (Or intervals required by the county or state government unit.) 10. Recordation/Acceptance Conditions. This agreement shall, upon execution, be recorded with the Register of Deeds for County, WI. By the recording of the easement, Grantee, or itself and its successors and assigns accepts and agrees to abide by all of the terms and conditions hereof. Qualified Maintenance Providers Name: John Schmitt Lic. #223760 John Schmitt Septic Systems Services Qualified Maintenance Providers Signature: - - -The Following Requires Notarization-- - The Owner(s) Name: John Gunther Owner(s) Signature: Catherine Gunther Personally came before me this day of 200 , The above -name To me known to be the person(s) who executed the forgoing instrument and has/have acknowledge the same. Signature of Notary Public Notary Public, State of: Contract Drafted by: John Schroeder h isco sin SOIL EVALUATION REPORT #1x33 1 of 3 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 032 - 2083 - 80-000 Please print all Information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Gunther, John & Catherine Govt. Lot 830 SE1 /4, SE1 /4, S15, T30N, R20W Property Owners Mailing Address Lot # Blodc # Subd. Name or CSM# 1488 Twin Springs Road 35 1 Twin Springs Addition City State Zip Code Phone Number City ❑ Village ® Town Nearest Road Houlton WI 1 54082 1 715 - 549 - 8662 Somerset I Twin Springs Rd. ❑ New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ® Replacement ❑ Public or commercial - Describe Parent material till over bedrock (Whalan Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 104.50' based off contour line established at 103.83'. Slope of area is 8 %. Depth to limiting factor is 28 ". F ® Pit Boring # E] Boring Ground surface elev. 103.7 ft. Depth to limiting factor 29 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPr)W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 *Eff#2 1 0-5 10yr3 /3 none sl 2mgr mvfr cs 3vf,lf .6 1.0 2 5 -7 10yr5 /3 none Ifs Osg ml gw 2vf,1f .5 1.0 3 7 -29 10yr4 /6 none Ifs Osg ml gw 2f .5 1.0 4 29 -50 10yr6 /4 c2 y /3/6 1 06r6/6/3 Ifs icsbk mvfr gw 2f .5 1.0 1 5 50-72 10yr5 /6 m2d 7.56/6/6 7.56/6/2 IN Om mfr -- - - - -- .2 .5 2 Boring # ❑ Boring ® Pit Ground surface elev. 103.7 ft. Depth to limiting factor 35 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0-4 10yr3 /4 none sl 2mgr mvfr cs 2vf,lf .6 1.0 2 4-6 10yr5 /3 none Ifs ifsbk ml gw 2m,2f .5 1.0 3 6-35 10yr5/6 none Ifs Osg ml gw 2c,lm .5 1.0 4 35-42 10yr6 /4 c zd 7 .56/6/6 7.56/6/2 Ifs lcsbk mvfr gw 2f .5 1.0 5 42 -80 10yr5 /4 m �� / fsl Om mfr as - -- .2 .5 6 80+ 2.5y6/1 Limestone bedrock 0.0 0.0 Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 7/9/2010 715 -247 -2941 SBDi330 (807/00) • "Conducted £br. Conducted by John & Cafherine Gunther Schmitt Soil Testing, Inc. 1488 Twin Springs Rd. Thomas J. Schmitt CST 227429 Houtton, VA 54082 1595 72nd St. Twin Springs Add'n Lot 35 New Richmond, WI 5401 T3 SE 1 /4 SE 1 /4 S 15 ON ROW _ yam¢ Somerset Township, St Croix County Dab N Nn sn fD W 1 $' o o��� 3 C ry e o * A W o 3` Z v, o0 0 Q r , ` , 3 °, LN 1 CL / � n � co E 0 13 m ri \ — IC7 �� U� c' cr) — VIA WARRANTY DEED DOCUMENT NO. RESIST R ` 'FFiCE 5689'�'S. 5T. CROiX , C A., W1 1t +ccr� This Deed msde between John R. Gunther and Catherine A. Nov 5 Gunther, husband and wife and each in their own right, Grantors and 93o A All John R. Gunther and�Catherine A. Gunther, husband and wife as pqd: survivorship mt.6tal property, Grantees, r •, Witnesseth. That the said Grantors, convey to Grantees the following described real estate in St. Croix County, State of Wisconsin: 4 Lot 34 and Lot 35 Except the Northcasterly 25 feet of said Lot 34 of Twin Springs Addition in the Town of Somerset, St. Croix County, Wisconsin. RETURN T4: This deed is given to create survivorship marital property. kludge, Porter, Lundeen & Seguin, S.C. 110 Second Street Hudson, Wl 54015 Tax ID# 032208380 0 ?2208390 This is homestead property. iX •{ 1yi Together with all and singular the hereditaments and appurtenances thereunto belonging; ` And John R. Gunther and Catherine A. Gunther warrant that the title is good, indefeasible in fee simple and free and clear of encumbrances, and will warrant and defend same. Dated this LJffL day of November, 19071 White Knight Microbial Inoculator Generator TM US Patent # 7658851 t Design, Installation, Operation & Service Manual Updated October 2010 © 2010 Knight Treatment Systems, Inc. All Rights Reserved IV � t / YSTEM5 /6 Guardians of Water QualityC 281 County Route 51 a, Oswego, NY. 13126 1- 800 - 560 -2454 www.knigh treatmentsystenis.w.onn MO W —Ain. TREATMENT, .o o nsite treatment s, We make them better ,. (I) INTRODUCTION The Enhanced Biological Augmentation of Onsite Wastewater Treatment Systems is the methodology of introducing a group of task specific selected microorganisms though inoculums in tandem with a microbial inoculation generation device that is placed into an onsite wastewater treatment train, typically the septic tank, to significantly improve overall treatment system performance, rehabilitate dysfunctional systems and assure system longevity. The White Knight Microbial Inoculator GeneratorTm (MIG) continuously inoculates a septic tank or other treatment vessel with naturally occurring selected strains of non - pathogenic bacteria selected for their ability to metabolize organic material. Continuous inoculation is mediated through in -situ cultivation of IOS- 500T inoculumss. Through airlift mixing, recirculation, and fine bubble aeration principles the device brings the selected bacteria into contact with fixed film substrate and the suspended organic compounds in a septic tank, or other process treatment vessel. The introduced cultures of bacteria grow at logarithmic rates as they voraciously digest most of the organic constituents that are found in the wastewater in addition to the organic waste matter that has been transferred to the soil. The fine bubble driven airlift features of the White Knight Microbial Inoculator Generator(MIG) are designed to allow for more efficient transfer of oxygen and low maintenance, high rate circulation of wastewater through the device, and across the fixed film media. An abundant oxygen supply supports the introduced IOS- 500 bacterial cultures providing for more rapid digestion. The tubular configuration internal media is clog resistant and provides for uninterrupted flow across abundant surface area for the establishment of the selected fixed -film culture. Many of the natural bacteria found in wastewater such as the coliform group are not as aggressive at decomposition of the organic constituents found in wastewater and cannot compete with the IOS- 500T introduced cultures. The tank serves as the breeding reactor that cultivates and releases the introduced bacteria that are carried by the effluent stream out to the soil enhancing its treatment capabilities and hydraulic functionality. Model Soecifications: Model BOD # of Size of Minimum Minimum Approx Diffuser # loading Columns Column Air Pipe tank size Air Flow (CFM) mg /I/ @ Per Model (dia" x ID 500 gpd height') @ 2 PSI r unit WK -40 up to 1 16" x 1 /2 " 1000 Gal 1.5 750 27.5" WK -78 up to 2 16" x 3 /a" 1500 Gal 3.4 1500 27,5" Residential Apulication Guidelines: 1. Model WK -40: 1 to 4 bedrooms based on minimum 1.5 day residency time of average daily flow within tank. 2. Model WK -78: 5 to 8 bedrooms based on minimum 1.5 day residency time of average daily flow within tank. Institutional & Commercial AuDllcation Guidelines: The use of multiple units may be required based on wastewater composition, existing tank size and average daily flow. Consult with Knight Treatment System's represenLaUve for each specific potential application. In general: 1. Institutional Waste Streams: Tank size must allow for minimum of 1.5 days residency time of average daily flow with 2 or more days preferred. (1) Model WK -78 unit per 2000 gallons or less of tank volume and up to 1500 mg /I/day BOD load @ 500 gpd. 2. Commercial Grease Interceptors: Tank size must allow for minimum of 2 days residency time of average daily flow with 3+ preferred. (1) Model WK -78 per 1500 gallons or less of interceptor volume and up to 1500 mg /I /day BOD load @ 500 gpd. Air SuVply Suecifications: Model # Minimum Maximum Amps volts Output @ Air Pump 2 psi Sound (CFM) Level @ 3 ' WK -40 1.5 32 dBA 1.2 120 WK -78 3.4 36 dBA 2.1 120 7 KItchen astewat er to Grease nterceptor: imum 1 Day Retention ST ime of Total Daily Peak . fknu from Kitchen. White Knight Microbial Inoculator Generator"" Trash Tank with Effluent Filter: Recamn erKW Commerce i koft l S"em Configwatfon • Receives Settled Grease Interceptor Effluent, All General lam' Other Wastewater I. All wastewater treatment processes generate Generated & 50% of EQ odor and its proper management is an important Tank Dose Cycle. element of achieving client satisfaction with • Minimum 1 Day Retention system performance. As such it is highly Time of Total Daily Peak recommended that all components of the Flow from Facility. treatment train be vented through an apPropriateh sized wood Chip / Mulch Air Siofiker. Technical assistance is available upon White Knight MIG Tank with Effluent request. Filter: 2. In lieu of using two individual tanks for the "Trash" & "White Knight MIG Tank' a single 2- • Receives Trash Tank Effluent, compartment Precast Concrete Septic Tank may Minimum al Day Retention be substituted if modified in the following Time of Total Daily Peak Fknu from Facility. manner. • Reverse tank end for end so that the inflow side • Minimum (2) White Knight Reverse the smal le r of the 2 compartments as the MIG Columns for 1# "Trash Tank" and the larger compartment then Gallon of Physical Volume. becomes the - White Knight MIG"' Tank. • (1) Additional White Knight . Adjust inlet and outlet pipe elevations accordingly MIG Column for each at the appropriate locations to allow for gravity additional 1000 gallon (or flow through the tank. fraction) of physical volume. • Some Precast concrete tank manufacturers only provide a pump out access cover that straddles the compartment wall in their septic tanks that Timed Equalized Dosing Chamber does not facilitate White Knight MIG Column Receives White Knight MIG Tank installation & maintenance The tank may need to Effluent & Doses Absorption System: be special ordered with additional access • Minimum Volume Twice Total openings in the appropriate locations to address Daily Peak Flow. this issue. • Equip with Auxiliary Air • AN other recommendations contained in this Diffuser, (1) for each 1000 document apply. Gallon of Physical Volume For technical support or questions please contact. • Recirculate 50% of dose back to Trash Tank. Mark C. Nogg, VP at 31S- 575-1676 07MM If#"* Tft -A"" * W00"" bw Tvnical In Tank Installation WK -78 Cross Section View 3 4 4 INLE? � __.. _..._.__.._........ OUTLET _ 8 5 6 1. 120 volt electrical supply through Alarm /Control Panel to Air Pump 2. Air pump installed in weather tight basin, outdoor location 3. 3 / " ID plastic main air supply line from pump location to tee in riser. '/" ID flexible air line from each side of tee to each column 4. Service risers for monitoring and maintenance 5. 2 White to Knight Microbial Inoculator GeneratorT"" Columns in 1St compartment of 2 compartment tank. 6. Outlet equipped with Effluent Filter 7. System Alarm Panel 8. IOS -500TM Inoculant Packets Tvuical In Tank Installation WK -78 Plan View 3 5 6 -� a 5 4 4 (III) Site Qualification The White Knight Microbial Inoculator Generator's success is directly linked to the proper determination of the root cause of an onsite system's dysfunction. In order to determine whether or not the dysfunctional system is a candidate for enhanced biological rehabilitation a thorough site evaluation must be performed. To this end a competent authorized professional must perform a comprehensive site evaluation and owner /operator interview and record search in determining the actual nature of the problem(s) being experienced and to submit the appropriate permit application(s). The system's infrastructure must be sound and free of defect. Septic Tanks, Distribution Boxes and other components must be evaluated and repaired or replaced if found to be damaged or deficient. All such repairs, if required by local authority, must be performed under an approved repair permit and may be incorporated in the repair application in which the installation of the White Knight is specified. Corroded i : • ir JW .+ v .Pa y x J m Surface water runoff infiltrating the system will have a major impact on the hydraulic performance and treatment efficiency of the absorption system contributing to its dysfunction. Roof Drains & Drivewa ,. a Roof Drains Runoff Up Slope of System L ow covers in paved drivewa i Sources of concentrated flow from impermeable areas such as rooftops and driveways must be identified and directed away from system components. Visiting a dysfunctional system during or shortly after a significant rain event can be invaluable tool in assessing the drainage patterns of the property. (IV) installation The following components are provided with each White Knight MIG supplied by Knight Treatment Systems: Model WK 40 - (1) Generator Column, H40 Air Pump, Air Pump Housing, (2) IOS -500TH Inoculant Packets, Pressure Sensing Alarm Panel with pump run hour meter, 25' Alarm Tubing with 1 /2" PVC SCH40 sensing tee, 1s� year of component warranty coverage, 1 year of 6 - month & 12 - month service notifications, (1) IOS- 500 Inoculant Packet shipped at time of 12 -month service notification. Model WK 78 - (2) Generator Columns, H80 Air Pump, Air Pump Housing, (4) IOS- 500 Inoculant Packets, Pressure Sensing Alarm Panel with pump run hour meter, 25' Alarm Tubing with 1 /2" PVC SCH40 sensing tee, 1 year of component warranty coverage, 1 year of 6 -month & 12 -month service notifications, (2) IOS- 500 , *M Inoculant Packet shipped at time of 12 -month service notification. All other components for a complete and proper installation shall be supplied by the installer, which include but are not limited to: • Air supply line between air pump and MIG column locations. • Air supply line transition fittings, glue, sealants, etc. • Electrical supply to Alarm Panel and Air Pump • Effluent filter. • Replacement tank if necessary. • Riser system if necessary. • All tools and services required for a complete and proper installation. Important Note: The following directions are provided with the assumption that those involved with the installation of the White Knight Microbial Inoculator Generator hold knowledge of, adhere to, practice and promote the protection of the health and safety of their colleagues, the public and the environment. Becoming educated in and complying with all Industry and OSHA Safety Requirements and governing Regulatory Requirements is the sole responsibility of the installer. Knight Treatment Systems, Inc, assumes no risk or liability for any omissions or actions of the installer or by others associated with the installation. 1) Expose the top of septic tank. The tank must be pumped, visually inspected and ALL solids removed prior to installation of the White Knight'". Tanks and risers must be watertight. Openings, risers, and tank' interior must be structurally sound and , , intact. Septic tanks found to be corrupt must„ be replaced with a tank that meets local requirements. ` _, 5) The location for the White Knight MIG ColumnT" is the inlet side of both single compartment and two - compartment tanks, centered as illustrated by the diagrams below. Column should be placed equidistant from the near end and side walls. > > _ > MM+ N+ Single Compartment Tank Dual Compartment Tank 6) Installation and placement of the White Knight MIG Column must not interfere with the function of the inlet tee. If the tee is modified to facilitate installation it must be restored to code compliant condition. 7) Septic tank openings may need to be modified. If the White Knight Column cannot fit into an existing opening any opening modification must not compromise the overall integrity of the tank. z 8) The optimum depth for the bottom of the White KnightTM is 4 feet below the surface of the liquid in the tank. When tanks are encountered with liquid operating depths greater than 5 feet elevate the White KnightT" to the optimum depth. Utilizing 6 stainless steel 1.5" long screws securely fasten an inverted 5- gallon plastic bucket to the bottom of the tower with holes created in the base of the bucket to prevent floatation. Trim sides of the inverted bucket to achieve the optimum depth. For tanks with depths greater than 6 feet suspending the White Knight from the riser with non - corrosive attachments is also an acceptable practice. 12) The locations for the Alarm Panel and Air Pump Basin should facilitate running of airline to the White Knight riser and the related electrical connections for the panel and air pump. The location should shield the basin from direct sunlight and weather events in so much as possible. Air Pump Basins should be slightly elevated when flooding is a possibility and always placed on a 2" bed of washed gravel to facilitate drainage. Drill airline entry hole in bottom of basin over sizing the penetration to allow for the drainage of any water that may find its way into the basin. I T _ I► 13)A trench must be provided for the air supply line between the Air Pump location and the White Knight service riser. Excavation may be accomplished by either hand or with the use of power equipment. Trench should uniformly slope from the air pump location to the service riser to prevent any airline condensate from pooling. When performing an excavation make sure you are in compliance with local procedure and safety practices with regard to the protection of underground utilities. NOTE: Where an airline must cross vehicle traffic or parking areas such as a driveway the air supply line should be protected by placing it in a sleeve such as a 1" ID Schedule 80 PVC pipe installed a minimum of 12" below the surface of the traffic area. i 17. After positioning air pump, have an electrical contractor or qualified electrician, having obtained all necessary permits; connect the alarm panel and air pump according to the National Electrical Code, any applicable local codes, and in compliance with wiring diagram provided by Control / Alarm panel manufacturer. Do not turn on electricity at this point. k ,vr I IMPORTANT NOTE: ALL EXTERIOR ELECTRICAL CONNECTIONS MUST BE INSTALLED AND PROTECTED BY NEMA LISTED EXTERIOR WEATHER TIGHT CONDUIT AND FITTINGS. 18. Run the airline into the riser. On installations where two White Knight towers are used, a tee and valves are required to divide and balance the airflow between the towers. When using 3 /a" piping for the main air supply line make the transition at the tee to 1 /2" ID piping with adjustment valves to feed each tower. Piping and any manifolds should be configured so, that if necessary, the tower is capable of being removed without causing damage to the air supply line that enters the riser. Where an airline must cross vehicle traffic or parking areas such as a driveway the air supply line should be protected by placing it in a sleeve such as a 1" ID Schedule 80 PVC pipe installed a minimum of 12" below the surface of the traffic area. 21. Activate the air pump and with the White Knight tower in place and refill the tank to normal operating level with clean water. Caution must be exercised for properties served by a well with regard to depleting the water supply. Always attain property owner permission to make use of their water supply. In situations where there is questionable well capacity water should be brought in to refill the tank. DO NOT REFILL TANK VM" SEPTAGE FROM PUMPER TRUCK k F � 5 22. The IOS -50OTm is placed into the system via a 1" PVC wand shipped with the unit that must be assembled. Wand Assembly D - -1 -i 11 -- The wand is then inserted into the center of the tower's tubular media with the IOS -500TM inoculant packet affixed to the "Tee" side of the coupling with the supplied plastic cable ties. The coupling serves a dual purpose, as a stop to prevent the tapered end of the wand from coming into contact with the fine bubble diffuser located beneath and the method to attach the upper portion of the wand, The upper portion serves as the point of attachment for the IOS -500 inoculating packet and is provided with a "Tee" fitting which facilitates wand placement, removal and allows for maximum circulation of the air lifted effluent throughout the tank. The IOS -SOOT" inoculant must not be put into place until the system is active and the liquid level in the tank provides at least 2 1 /2" of cover over the top of the tower. 26. Secure all access covers and restore excavated areas. Complete the White Knight MIGT" Installation Registration Form provided with the unit returning it to Knight Treatment Systems in a prompt fashion. 27. Areas of the absorption system that had broken out and have untreated sewage exposed must be addressed. Apply lime to the affected area followed by a thin layer of topsoil, seed and mulch. t (M Operation: 1) Following installation, operational guidelines and the requirement of routine periodic maintenance must be reviewed with the Owner / Operator of the system. A "White Knight Microbial Inoculator Generator TM Owners- Operators Manual' is supplied by the manufacturer to assist with this task. 2) Each OWTS will develop its own unique operational personality over time based on operator input and change of usage patterns. Periodic adjustments may be required of the Owner - Operator as the operational personality evolves. 5) As part of each service visit a 1 /2" diameter pole or ridged plastic tube with sharp edges removed should be inserted down through the media column of the tower and the diffuser membrane gently bumped several times while in operation. Biofilm sometimes form on the membrane, which could reduce fine bubble production if allowed to build up. "Bumping" the diffuser breaks free any biofilm. 6) The effluent filter must also be checked. It should appear relatively free of undigested organic materials and will typically have light brownish biofilm on it. Inorganic materials should be removed and disposed of properly. Do not remove the beneficial biofilm. 7) Should extraordinary amounts of foaming be encountered it is typically caused by the over use of detergents or the use of high sudsing formulations. Spraying the foam with water from a garden hose will knock down the suds so that the system can be maintained. 8) Infrequent foaming events will not have a major impact on the overall performance of the White Knight but can cause nuisance concerns and trouble calls should the foaming become visible. The user must be made aware of the situation and corrective actions implemented. I 9) The air pump's air filter must be removed and cleaned annually unless unusual dust conditions exist. The foam filter is easily cleaned by washing in a mild soap and water solution, rinsed and allowed to dry. Cleaning and rinse water should be disposed of at the inlet side of the tank. (VII) Forms White Knight MIGTm Site Evaluation Form Owner / Operator Interview: Property usage Single Family Residential Multi Family Residential Commercial /Institutional Type of enterprise If Commercial /Institutional has a lab analysis of septic effluent been conducted? Y N Lab Results: BODS FOG TSS pH Alkalinity How long has property been occupied? years # Bedrooms # Tubs /Showers Hot tub, spa, whirlpool bath? Y N Garbage Disposal Unit? Y N Food Service? Y N Number of Meals Per Day Commercial Dish Washer? Y N Grease Trap / Interceptor? Y N Size Water Supply? Well Municipal Water Meter? Y N If yes average daily flow If well, does a water purification /softener backwash discharge into septic system? Y N Does the property have a sump pump? Y N Discharge into septic system? Y N Laundry discharge into septic system? Y N Laundry detergent? Liquid Powder Describe Laundry & Cleaning Habits (products used and how often): Has property usage expanded since installation of original septic system Y N Inlet Access Y N Center Access Y N Discharge Access Y N Date of Pump Out & Name of Pumper Depth of tank from inside bottom to outlet invert Depth of soil cover over tank Baffle condition Discharge effluent level " above outlet invert Septic Tank Discharge pipe description Grease Interceptor Size Tank Material Tank Condition (observed following pumping) Inlet Access Y N Center Access Y N Discharge Access Y N Date of Pump Out & Name of Pumper Depth of tank from inside bottom to outlet invert Depth of soil cover over tank Baffle condition Discharge effluent level " above outlet invert Grease Interceptor Discharge pipe description Ponded Effluent level in leach field /trenches Biological clogging confirmed Y N (If yes, attach photo) Soil Type & Description (Attach h�oto) Observed Depth to Ground Water Storm Water / Snow Melt Infiltration? Y N Apparent structural damage or other unusual findings (Attach photo) Provide sketch of system layout and cross section of absorption system. Please indicate all breakout points, boundaries and depth of ponded effluent within system. White Knight Microbial Inoculator /Generatorrm Service Visit Record Owner Name Unit Serial Number Date Visited Field Technician Purpose of Visit Routine Maintenance Customer Concern 2 Week Spot Check Tank Liquid appearance; Translucent Clear Other (specify} Liquid odor; None _ Perfumed Noxious Other (specify) Bubble Pattern; Normal Abnormal (describe) Unusual observations; Effluent Filter: In Place Housing to outlet pipe secure Cleaned Hair / Lint buildup Notes: White Knight: Biological Growth Visible Color Ample flow through unit Unit Clogged with Inoculant replaced Unit removed & cleaned Notes: Air Supply & Control Panel Location: Outdoor Indoor Hour Meter Reading Pump Operating Properly Air Filter Clean Alarm Operating Properly Notes: Safety and Buildings Division County m r 201 W. Washington Ave., P.O. Box 7162 5 T, e e l X �sconsin Madta (60g) 266-315 — 7162 Sanitary Permit Number to be filled in by Co.) De artment of Commerce (�6 -31a1 Sanitary Permit Application state Peen J.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal / y 7 maybe used for secondary Purposes Privacy La , 315. D Project Address (if different than mailing address) L Application Information — Please Print All Information 2 3 201 �-- Prope Owners Name Parcel # Lot # Black # J O H K) b �Tl� //l� /` C � 0 G OFFICE y 3 Property Owner's Mailing Address Property Locat< iry sr'�i/uC� s i�o - 032- 83-x' � City, &E Zip Code Phone Number �ti 5 V, section ouc, i oN w L � yO2s T 3p '° -f30,a IL Type of Building (check all that apply) N; RA or> ( / / 151 or 2 Family Dwelling - Number of Bedrooms _ 3 i �" Subdivision Name CSM Number ❑ Public/Cammercial-Describe use ❑ state Owned - Describe use _ ❑City ❑Village ownahip of c 111. Type of Permit: (Check only one box on line A. Complete line B U applicable) A. ❑ N o w S ystem Replacement System ❑ TreatmenUHolding Tank Replacement Only ❑ Other Modification to Existing system B. ❑ permit Renewal ❑ Permit Revision =PlumbewpOwncr Permit Transfer to New List Previous Permit Number and Dote Issued Before Expiration IV Type of POWTS stem: Check all that appl ❑ Non - Pressurized In- (around ® Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Censbuct°d Welland ❑ Pressurized In-Ground ❑ Holding Tank ❑ Peat Filter Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pie ❑ Odyxx (jxcplain) �► V. Dispersal/Treatment Area Information: — '— (gpd) Designoil Appli Rat e(f1 real Area quire (sf) J Dispersal Ax :a Proposed (so S System Elevation U ,5 c�' y�f? 1067. /0Y -33 VL Tank Info Capac• in T umber Manufacturer Prefab site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed (Han Now Existing Talcs Tanks Septic or Hokhag Tads C0 v�� 1 i CC 66e Aerobic Tmatment Unit 1® 5-00 S o I J Dosing ChLrober 7S0 7� o r IE se 2 VIL Respo nsibility Statement - 1, the mtdersigned, assarne responsil In for installation of the POWTS shown on the attached phuus. Plumber's Name Business Phone Number Plumber's A Plum 's 'gnature MP/MPRS Number J to �c ��T r 7-1' � 7- 7- 3 7C O 71.; 76o -o ef did daresa (Street, city, state, zi ) VI Conn _ ent Use O nly Approved ❑ Disapproved Sanitary Permit F Includes Groundwater Date Issued wing t S• o Stamps) ❑ Owner Given Re+son for Denial Surcharge Fee) /O %� I�rovaURea,sons for Disapproval /' / � 1 Septic tank, effluent filter and Ui� V• dispersal cell must all be serviced / maintained �/ as per management plan provided by plumber. „Q, X.."ta- tXA A 2. All setback requirements must be maintained as per applicable code /ordinances. At r eonH �^pl^eas (to the County only) for the system on paper no kw than g12 ill inches , in she �1(,!/nQ `�� ✓,illy'- "�.�n. -Q'Y►� �it� . Wisconsin Department of Commerce ,Noy` // "" PRIVATE SEWAGE SYSTEM County: Safe wilding Division �- Sanit St. Croix INSPECTION REPORT ry Pe it No: � -2— O _7 t GENERAL INFORMATION YC7! (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. State Plan ID No: 3 Permit Holder's Name: City Village X Township Parcel Tax o: Cam/ - 7 s %�� _ 3 2- - �f 3 CST IBMEilev : sp. BM Elev: BM Description: Section/Town /Range /Map No: 2-j o 3 O TANK INFORMATION ELEVATION DATA 1 5 a ,54 /ate TYPE MANUFACTURER ' CAPACITY STATION BS HI FS ELEV. S Septic Z, ' 3a / Benchmark '%.-7� ITf I D N Pesrng Alt. BM '�cat+eA- 76 x Bldg. Sewer H r V 7, Zg 95' SUHt Inlet 0 1 a 5Z5 4- 15 . A 3Z 91, z TANK SETBACK INFORMATION St/Ht outlet TANK TO P/L WELL BLDG. V nt to Air Inta e R D Dt Inlet Septic Dt Bottom � ZS 53 Za Dosing Header /Man. L S — 3.9 Aeration Dist. Pipe Holding 11 1Z /Q 5. /$ Bot. System *7Z, 16 V, 58 PUMP /SIPHON INFORMATION Final Grade Manufacturer Demand `��1 ��• 3r GPM St Cover Model Number �• 6 Go *'�. �c� 97. 3(p '� /5 TD TDH Lift Friction Loss System Head H Ft /Y. VA 3. * 3 z5 l i.vr 5. 16341 Forcemain Length I I. ,i Dist. to Well At Z �3 9 r SOIL ABSORPTION SYSTEM /OZ.µ S, Z7 BEDlTRENCH Width Length No. Of Trenches DIMENSIONS No. Of Pits Inside Dia. DIMENSIONS #r 5 1 PIT ,� Q G �� \ SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer. Liquid Depth INFORMATION Type O f &stem: CHAMBER OR � � 7 /D '(' 5 UNIT Model Number: y / '7 Maw DISTRIBUTION SYSTEM Header /Manifold Distribution J 5 Pipe(s) 1 / x Hole Size �y x Hole Spacig V?r4 to Air Intake Lengt Dia J Dia Spacing �' SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bedfrrench Centept! I- 73 Bed/Trench Edges Topsoil \ ' �— � Yes 0 No Yes ❑ No COMMENTS: (include code discrrepencies, persons present, etc.) Inspection #1: 9 / A) Inspection #2: 116/ Location: 1 y�0 1 1 1 1.1. �R1, 1 � � l �(� 3 % f J p arcel No:: 1.) Alt BM Description } 2.) Bldg sewer length = Za : - amount of cover= / A-'r J Z a� )IJea -,t, a.ry P Plan revision Required? ❑ Yes >L No Use other side for additional information. V BD -6710 (R.3/97) Date Insepctor —Signature Cert. No. 4. E ava ion require or remova of e o sep is an an ins a a ion o new sep is aero is ;� t atment unit and dose tanks will be within 40' of the slope preservation zone, which requires ecial exception approval per Section 17.36.F.3.a.5) and a special exception application s submitted on September 3, 2010; 5. The osed excavation and installation of a mound for wastewater treatment will result in ap , ately 1,100 sq. ft. of land disturbance that will not be within 40 feet of a slope pr Lion zone; 6. The itary permit application has been submitted for review and approval by Zoning staff and 11 include a condition that the land use permit be issued prior to excavation for the moun 7. Steve son, Land & Water Conservation Dept., reviewed the application and visited the site on 7/10. He recommends the applicant establish a no -mow vegetative buffer along the bluffline setback and is in support of the replacement sanitary system if the vegetative uffer is established and maintained per Section 17.36.H.8.e.1. With conditions that the area below the mound remain undisturbed and seed and mulch be applied to disturbed areas upon completion of the excavation for mound installation, the project will meet requirements in Section 17.36.H.5a.4.; 8. The Wisconsin Department of Natural Resources has reviewed the application and has no objections to the sanitary replacement project; 9. 1 nstructed as proposed, this project will meet the spirit and intent of the Lower St. Croix Ri rway District. It will not degrade the scenic, recreational, or natural values of the St. Croix er Valley, nor will it negatively affect the public health, safety and welfare of County idents. This la use permit approval is for abandonment of an existing septic tank and drainfield and install n of a replacement mound POWTS, as indicated in the plans submitted, and as provided in the ditions below: 1. Th pplicant's agent shall install adequate erosion and sediment control barriers along the ffline to intercept any runoff from the proposed work area prior to commencing inst ion of the mound for the replacement POWTS. 2. Prior commencing excavation for installation of the mound, the applicants and /or their ge I contractor shall obtain any other local, state, or county permits required, including bu of limited to a sanitary permit; 3. applicant and their agent(s) shall comply with all inspection requirements for the POWTS pursuant to Chapter 12 of the county ordinance and Dept. of Commerce Comm 3 regulations. ST. CROIX COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD HUDSON, W/ 54016 715386 -4686 FAX PZC�CO. SA /NT CRO /X. Wl. US W W W. C O. SAI NT-C ROIX. W I . U S 4 s ' r 4. T curren ev t na ive rees, s ru s, and grown cover " 517 g e u an wi in e - f t buffer shall be maintained pursuant to Section 17.36.H.8.e.1. Vegetation removal for t e mound will be outside the bluffline setback and disturbed areas will be seeded and Iched upon completion of the replacement POWTS. Maintaining an undisturbed ve tive buffer will comply with requirements in the mound component manual to pro oil compaction within 15 feet down slope of the mound's basal area. 5. All ities approved as part of this land use permit shall commence within one year from the e of approval and be substantially completed within two years, after which time the it expires pursuant to Section 17.36 J.7 of the Ordinance. Prior to expiration, the appli nt may request extensions of up to six months from the Zoning Administrator. The total e granted for extensions shall not exceed one year. 6. Fail ur o comply with the conditions above may result in the revocation of this permit pu ant to Section 17.36 J.8.b of the Ordinance. This proval does not allow for any additional construction, grading, filling, or clearing of v etation beyond the limits of this request. Any remaining site work above and beyond what is entified as part of this land use permit application shall be subject to the review and approval of he Zoning Administrator. ur information will remain on file in the St. Croix County Planning and Zoning Department. It is yo sponsibility to ensure compliance with any other local, state, or federal rules or regulations. Please I free to contact me with any questions or concerns. Siva amel uinn Zoning ecialist as Zoning Administrator Enc: d Use Permit #LU87086 Cc: Cle Town of Somerset Stev Ison, St. Croix County Land and Water Conservation Department Carn oltz, Wisconsin Department of Natural Resources Joh hmitt, Contractor /Agent ST. CROIX COUNTY GOVERNMENT CENTER 110 1 CARMICHAEL ROAD HUDSON W/ 54016 715.386 -4686 FAx PZ�CO. SA /NT CROIX. Wl. US W W W. C O. SAI NT -C R OIX. W I . U S e Safety and Buildings 3824 N CREEKSIDE LA commerce .Wl.gov HOLMEN WI 54636 Contact Through Relay isconsin www.wisconsin.go isco n sin.go iscosin.gov Department of Commerce Jim Doyle, Governor Aaron Olver, Secretary September 16, 2010 T ID No. 223760 ATTN: PO Ins pector CUS P JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL - Identification Numbers PLAN APPROVAL EXPIRES: 09/16/2012 Transaction ID No. 1853437 SITE: Site ID No. 760078 John & Catherine Gunther Please refer to both identification numbers, 1488 Twin Springs Rd above, in all corresp ondence with the ag Town of Somerset,_ 54082 St Croix County ''II SE 1/4, SE 1/4, S1�, T3 ON, R20W FOR: Description: Mound (2 cell) / Three Bedroom / Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1280305 Maintenance required; Replacement system; 450 GPD Flow rate; 28 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01); Aerobic Treatment Unit, Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The 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: r t Reminders h Of • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. / 2 • The Sludge HammerS -46 unit must be installed in accordance with the manufacture's printed instruction and system sizing criteria found in Comm 83, Wis. Adm. Code. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • A maintenance and monitoring contract for the Sludge HammerS -46 unit is required for as long as the unit is in service. • Comm 83.43(8)(a)3. Wis. Adm. Code. The manifold diam ter is reduced to 1.5 inches so s to provide for a pressurized flow of 2 feet per second. s 4 JOHN SCHA=SEPTIC SYSTEM SER YICES 616150 A VENUE '9F ®, 4) SOMERSET, WI S402S� 1�� MOUND SYSTEM PROJECT NAME JOHN & CATHERINE GUNTHER ADDRESS 1488 TWIN SPRINGS ROAD, HOULTON, WI 54082 LEGAL: SEl SEl14, SIS, T30N, R20W TOWNSHIP ST. JOSEPH COUNTY ST. CROIX SUBDIVISION TWIN SPRINGS ADDITION LOT #- 34 & 33" PARCEL I. D. NUMBER: 032 CONTENTS Page 1 Index Page 2 Data Entry Page 3 Plot Plan Page 4 &5 SepticlAerobic Treatment Tank Cross Section Page 6 &7 SludgehommerAppro al Letter Page 8 Sludgehammer Specie ca 'ons Page 9 &10 Sludge Hammer InstayVion Instructions Page I1 Sludgehammer MainteapuceJnstructions Page 12 & 13 Polylok 525 Information Page 14 & 15 Dose Tank Cross Section Page 16 & 17 Pump Specification & Curves Page 18 & 19 SIM/TECH STF -100 Information Page 20 Mound Plan Cross Section Page 21 Lateral Diagram Page 22 & 23 Management Plan Page 24 & 25 Maintenance Agreement'e Page 26 Warranty Deed v Attachment I Soil Evaluation Report Attachment 2 COMMERCE A�1 NING5 Mound Component Manual ( Version 2.0) ?Oh; SBD- 10691 -P (N. 01/01) Pressure Distribution Component Manual ( Version 2.0) SBD - 10706 -P (N. 01 /0 ) By: Liecense: 223760 Date: September 7, 2010 FROM,: KATEiVHA PHONE NO. : 7152474857 Sep. 16 2010 12:35PM P4 Page 2 of 26 Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Design 300,00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 =150 %) 450 Design Flow (gpd) 8 Site Slope ( %) 103.83 Contour line Elevation (ft) 28 Depth to Limiting Factor (in) 1 In -Situ Soil Application Rate (gpd /sqft) Distribution Cell Information 2 Number of Dispersal Cells 4 Distance Between Cells (ft) >3ft 27 Dispersal Cell Length Along Contour (ft) 4.5 Cell Width (ft) 2 Influent Wastewater Quality (1 or 2) Pressure Distribution Information for a Cell E Center or End Manifold 2.5 Lateral Spacing (ft) 4 Number of Laterals 0.188 Orifice Diameter (in) 2 Orificr Spacing (ft) 4.33 SgfVorlfice 2 Foroemain Diameter (in) 90 Forcemain Length (ft) 89 Pump Tank Elevation (ft) 3.25 System Head (ft) x 1.3 Z �� 14.67 Force Main Drainback (gal) 15 Vertical Lift (ft) - ` D 20.5 5x Void Volume (gal) 2.57 Friction Loss (ft) 35.17 Minimum Dose Volume (gal) 0.5 In- line Filter Loss (ft) ✓ 36.96 System Demand (gpm) 21.32 Total Dynamic Head (ft) 11 Lateral Diameter (in) 2 anifold Diameter (in) Y" Treatment Tank Information 1000 Pretreatment Tank'Capacity (gal) Pol lok Filter Manufacturer 500 Clarification Tank Capacity (gal) 525 Filter Model Number Wieser W1000 500 -MR I Manufacturer and Model Dose Tank Information 750 Dose tank Capacity (gal) SIM/TECH 7Fifter Manufacturer 20.281 Dose Tank Volume (gal /in) STF -100 Filter Model Number Wieser WLP750 -MR I Manufacturer and Model Zoeller IPump Manufacturer 1631 Pump Model F 11U. f 1JG4 f 40J f JC N. Lo e-U.LU 1G • - )Of r ' 1 Page' 3 vf`26 Gum ��u[.�o�t1, Ut31 S ,• ■ 'Cit. , rpm _ :�- rn ` O..�„ / Y ~i a `.. ,Q I A f rdL> �' . — 4 r3 Ns Z i YIP 1 W OD • ,r ♦ UD Page 4 of 26 SEPTIC TANKIAEROBIC TREATMENT TANK DETAIL/ TWO COMPARTMENT Project Name: John and Catherine Gunther Tank Manufacturer: Wieser Concrete Tank Model: W1000 500 -MR Construction Type: Precast Concrete Tank Volume: 1st Chamber l000 gal 2nd Chamber 500 gal Total 1500 gal Effluent Filter Manufacturer: Polylok Effluent Filter Model: 525 Sludgehammer Model # 46 installed in 1000 gallon compartment as per manufacturers instuctions 92.85 ft Inlet Elevation Outlet Elevation 92.60 ft Finished Grade <- 23" Minimum -> Manholes w /locking devices i�r it A <---- ---- -- and warning labels -- — > s ■ ■ ■ ■ .. • V • ... .... ... . SOONER ... ■ ... A E Air pump --�_ E in basin v c Manhole or io Inspection Opening s v ► Baffles 4 Air Line Effluent Filter v Aerobic Tr eatment Tank Clarification Tank 3" Bedding Under Tank Plumber /Designer Signature: L.,& License #: DE 1927 -007 Date: 7- Sep -10 Page 6 of 26 SAFETY AND BUILDINGS DIVISION Plumbing Product Review commerceml.gov P.O. Box 2658 Madison, Wisconsin 53701 -2658 sconsin t i D"WWvft n Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary July 2, 2007 REISSUED 03/07/2008 SLUDGEHAMMER GROUP LTD. DR. DANIEL WICKMAN 336 S DIVISION RD PETOSKEY MI 49770 Re: Description: SEWAGE TREATMENT APPARATUS (also see SEWAGE TANKS) Manufacturer: SLUDGEHAMMER GROUP LTD. Product Name: SLUDGEHAMMER - AEROBIC BACTERIAL GENERATOR Model Number(s): SLUDGEHAMMER S -46 Product File No: 20070325 The specifications and/or plans for this plumbing product have been reviewed and determined to be in compliance with chapters Comm 82 through 84, Wisconsin Administrative Code, and Chapters 145 and 160, Wisconsin Statutes. The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin Administrative Code. This approval is valid until the end of October 2010. This approval supersedes the approval issued on May 23, 2006 under product file number 20050595. This approval letter shall be incorporated with your previously approved plans and /or specifications approved under product file number 20050595. This approval is contingent upon compliance with the following stipulation(s): • This product must be sized based on daily wastewater flow (gallons per day). The gallons per day value must be at least 150 gallons per day per bedroom. • The maximum daily wastewater (DWF) flow which may discharge through this product is 450 gallons per day. • Installation and servicing of this product must be in accordance with the manufacturer's instructions. A copy of the manufacturer's installation and servicing instructions must be given to the owner of the system. • When this product receives wastewater from dwellings, it will produce an effluent quality with a maximum monthly average value for BOD5 of less than or equal to 30 mg /L, TSS of less than or equal to 30 mg/L TSS and F.O.G. of less than 30 mg/L and fecal coliform of less than or equal to 10,000 cfu/100ml. • This product must be installed in sewage treatment or holding tanks which were approved at the time of existing installation and/or are currently approved for new /replacement installations by this department and meets the sizing requirements for this product use. SBD- 10564E (N.10/97) File Ref: 07032502.DOC SludgeHammer I The latest advance in wastewater treatment. » 5 -46 • ' Page 8 of 26 800.426.3349 0 SludgeHammerm The latest advance In waeteweW &"&M wt. • Home • Applications • Products • News • Case Studies • Dealers • Company • Contact type hen: to search Search S -46 unit Recommended for single - family residences up to 4 bedrooms. Dimensions Column diameter at top: 12" Column diameter at base: 15" Total height: 36" Electrical Electrical Service: 110 V, 60 hz. —15 amp. Power draw: 40 watts — 0.5 amp Air delivery rate: 1.7 CFM P, 2.0 psi Liquid mixing rate: 22,600 gpd (a, 4 foot depth Fixed film utilization factor: 240 gal. /ft2 /day Organic digestion rate: 0.5 -1.0 lb/BOD /day Tanks Minimum depth of tank: 40 inches Maximum depth of tank: 80 inches Single chamber tanks: Minimum 800 gal. Maximum 2,500 gal. http: / /www.sludgehammer.net/ ?page_id =287 9/6/2010 ' Page 9 of 26 SLUDGEHAMMER INSTALLATION INSTRUCTIONS Pre - Installation Notes: a. Be sure the tank capacities satisfy all requirements of the SludgeHammer approval letters. The required volumes are listed on the approval letters. b. Be sure all tank risers are installed. Installation is easiest when finish grade is known, and the tank and risers are partially backfilled. c. If this installation is for the restoration of an existing septic system, please refer to the factory installation instructions that come packaged inside the SludgeHammer box. I. Open the SludgeHammer box and remove the items. Locate the ziplock bag with misc. connectors and set aside. Also, set aside bacteria bag. 2. Remove and discard the threaded rod from the top of the SludgeHammer unit. 3. Tie the nylon rope (supplied) to the holes on top of the SludgeHammer unit. (The holes the rod was in) 4. Air supply pipe: You will want to glue in the air supply line prior to lowering the unit into the tank. The supply line should be %2 PVC and is glued into the %2 coupling on the top of the SludgeHammer. The length will need to be: the measurement from the bottom of the tank to the top of the riser — minus 3 feet (the SludgeHammer is 3 -feet tall). The idea is to make the pipe longer than needed. You will cut to fit later. 6. Glue the W' pipe into the %2" coupling on the top of the SludgeHammer unit. 1. Using the rope, lift the SludgeHammer unit into riser of septic tank. Be sure that the SludgeHammer is a minimum of 6- inches from any baffles. Also, be sure the SludgeHammer remains standing vertical, and is firmly set on the floor of the tank. 8. Use a zip -tie, or tape to fasten the rope to the %2 pipe. 9. Open up green /tan basin. Discard sealing strip (if applicable) — you want air to flow into basin. 11. Set green /tan basin in desired location. It is recommended to keep the basin within 30 -feet of the SludgeHammer riser. Some of the basin should be buried. Suggested locations for the basin are right next to the SludgeHammer riser, or right next to the building. Recommended option if placing the basin next to the septic tank riser. Before backfilling the top of the tank, stack a few cinder blocks on the top of the tank for the basin to sit on. This will allow a solid surface for the basin to sit on, and prevent damage from settling backfill. 12. Drill a hole in the riser of the septic tank for the %2" air line. If you are drilling through plastic or fiberglass risers, use a 1/8" spade bit. If you are drilling through concrete risers, use a I" hammer drill bit. 13. Drill a hole in the basin for the %2" PVC air line. A 1/8" spade bit works well. Recommendation: Set the basin in the desired location, and extend a piece of %" pipe out of the hole you just drilled in the septic tank riser. Use this as a guide, and mark the basin where you want to drill. Page 11 of 26 MAINTAINING YOUR SLUDGEHAMMER INSTALLATION Note: - Most Counties and regulators will require that some sort of maintenance contract be filed between the homeowner and licensed maintainer. - Contact your SludgeHammer representative for a generic maintenance contract form. - Typically maintenance inspections will be required on an annual or bi- annual basis. Maintenance Procedures: I. Open all manhole accesss covers on the septic tank and air pump basin. ❑ Are the liquid levels at the correct height? ❑ Is there a slight earthy odor? There should not be a septic odor. 0 Is air bubling into the SludgeHammer compartment? The bubbles should be about 1 -2 centimeters. If the bubbles are larger than 5cm, there may be a diffuser problem. ❑ Is the %:" PVC air line in good physical condition? Check for leaks or cracks. 0 Remove and replace the bacteria innoculum. Simply cut zip -ties and install new bag. C Evaluate air pump. Remove set screw on back, which exposes a coarse air filter. 0 Remove air filter and tap off dust. 0 Wipe bugs and dirt out of air pump basin. ❑ Are electrical connections within pump basin compliant? ❑ Remove and clean septic tank effluent filter. ❑ Evaluate effluent pump for proper operation. 0 Are electrical connections for effluent pump compliant? 0 Replace and fasten all access covers. ❑ Record any metering or monitoring data, if applicable. 2. Open Inspection caps on dispersal system. ❑ Is there effluent standing in the inspection pipes? 0 Are there any spots on the surface of the ground that indicate ponding? 3. Additional review ❑ Are there any repairs necessary? — 11 Are there any code compliance concerns? • p�l, q]� INSTALLATION INSTRUCTIONS In nma��wu Zabel b"ftr ^AA ofP*J* hie. PL- 525/PL -625 FILTER INSTALLATION INSTRUCTIONS Center filter with opening W Z J � it o ftdum 1w, x Additional pipe or Polylok Extend 8 Lok° Glue for centering. Step 1: Step 2: Step 3: (A) Locate the outlet of the septic tank. (A) Before installation, place the (A) Glue the filter housing on the (B) Remove tank cover and pump tank filter housing on to the outlet pipe. outlet pipe. if necessary. (B) Make sure that the housing (B) Insert the filter cartridge in the is positioned so the filter can be housing, making sure the filter removed from the tank for cartridge is properly aligned and maintenance and service. completely inserted in the housing. MAINTENANCE INSTRUCTIONS l 1 � e Step 1: Step 2: Step 3: Locate the outlet of the septic tank. (A) Remove tank cover and pump (A) Insert the filter cartridge back D O if necessary. into the the housing making sure WHEN FILTER IS REMOVED (B) Pull the filter out of the housing. the filter is properly alighed (C) Hose off the filter over the septic tank. and completely inserted. Make sure all solids fall back into the (B) Replace septic tank cover septic tank. DOSE TANK DETAIL Page 14 of 26 a Owner's Name: John and Catherine Gunther 92.58 ft Inlet Elevation Weatherproof Manhole with Locking Device Junction ,`y« and Warning Label N rrr■ ••••is• • � rr rr•••r•••rr• • ■•ra n ..... uick disconnect fitting Alternate forcemain outlet co I 7 res (a) Dimensions Inches Gallons --------- - - - - -- - - - - -- a 20 405.6 separa (b) alarm on b 2 40.56 pump on dose vol a (c) c 3 60.84 __ d 1 15-161 243.36 Total 1 37 1 750.36 d (d) 89.00 Intake Elevation Tank Manufacturer Wieser Concrete Pump Manufacturer Zoeller Tank Model WLP750MR Pump Model 153 Tank Capacity 750 gal Alarm Manufacturer Septronics Tank Volume 20.28 gal / in Alarm Model TM -1 Filter Manufacturer Sim /tech Filter Model STF -100 DOSE VOLUME CALCULATIONS TOTAL DYNAMIC HEAD CALCULATIONS Design Flow (DWF) 450 gal / day Min Network Supply 3.75 ft 3.25+ 0.5 Number of Doses 7 /day Passive vertical Lift 15 ft — (Header /D.i3ox elev. - Pump intake elev.) Max. Dose Volume 90 gal Friction Loss 2,57 — (Forcemain Length x Friction Loss ft Factory700 Drain Back 14.67 gal Total Dynamic Head 21.32 ft Design Dose Volume 60.84 gal Min Discharge Rate 36.96 9P m NOTE: Pump and alarm are to be installed on separate circuits. INTERNAL DIMENSIONS OF TANK Length 78 in Width 78 in Liquid Depth 37 in Plumber /Designer Signature: License N: 223760 Date: 9/7/10 4 i Page 16 of 26 Q �� SECTION: 2.20.047 Lb4l/TY /�UMPB �NCE INNS" FM1919 t P ro roducd nfonridw presented 0110 ® Sulsedes of PUMP !O_ 1108 regarding disaepandes or 1n�nsetenk MAIL 719.7 P.O. BOX 16347 • Louisville, KY 40156.0347 visit our web Site: SHIP PO 3649 Cane Run Road • Louiskdlle, KY 40211 - 1961 www.Zoeller. co (502) 778 - 2731.1(801'1) 928 -PUMP • FAX (502) 774 -3624 COMPARE THESE FEATURES • Durable cast iron construction 151/1521153 EFFLUENT SERIES • Model 151 comes standard with a glass - filled polypropylene base (For Pump Prefix Identification see News & Views W52) • Corrosion resistant powder coated epoxy finish • Stainless steel lifting handle " D O S E " • Assembled with stainless steel bolts MAT E • Non - clogging engineered thermoplastic vortex FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP) impeller design AND ENHANCED FLOW STEP SYSTEMS • Model 151 -1 /3 HP passes %R spherical solids EFFLUENT • Model 152 -.4 HP passes %R spherical solids SUBMERSIBLE • Model 153 -1/2 HP passes'/," spherical solids 1'/2 "• NPT DISCHARGE p • Motor - 60 Hz, 3450 RPM, oil - filled, hermetically sealed, automatic reset thermal overload protected • Carbon /Ceramic seals Model N152/N153 C CIO High Head • Upper sleeve bearing and lower ball bearing running Teebdto UL standard UL778 Effluent in bath of oil arid CerWmcaa sundad CsA22.2 No. 108 • 20 ft. UL Listed power cord with molded 3 -wire plug • 1 %" NPT vertical discharge MODELS • BN and BE standard models include a 20 ft. variable N11 1/N152/N1 3 AVA & E11511E1521E153 nonautomatic level float switch • BN151BN152BN153 & BE151BE152BE153 • Operates at temperatures to 130 °F (54 °C) in effluent P�9ed with Piggyback Variable Level Float Switch applications • 113_4 & 112 HP, 1Ph 115V or 230V • All models include a 1 %" x 2" PVC adapter fitting Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. POWDER COATED i TOUGH' Model BN152/BN153 MAIL TO: P.O. BOX 16347 High Head Louisville, KY 40256 -0347 Effluent SHIP TO 3649 Cane Run Road Louisville, KY 40211 -19161 (502) 778 -2731. 1(800) 928 -PUMP FAX (501) 774 -3614 Manufacturers of... Z 0 Copyright 2010 Zoeller Co. Al rights reserved. " Page 18 of 26 Mailing Address Toll Free 888 - 999 -3290 1455 Lexamar Drive, Boyne City, M149712 Office 231 -582 -1020 Fax 231 -582 -7324 Email simtech@freeway.NET Web www.gag- simtech com INSTALLATION: INSTALLATION S SERVICE INSTRUCTIONS When installing an STF -100, screw filter into discharge port of any pump that has a 2" National Pipe Thread. Pumps with a smaller discharge port may be adapted to fit. When installing an STF -100A2 a tailpiece and male adapter will need to be added to the inlet end of the filter to the desired height and a 2" union will need to be added to the outlet end of the filter. Always install the filters in a position where they can be easily serviced. * *Always use caution when starting threads to avoid cross threading * ". Plumb force main into the 2" sch 80 PVC union. * *We recommend that the union remain together during gluing to insure that glue or cleaner does not ruin O -ring or sealing surface * *. SERVICE: Service of filter screen is dependent on usage as every system is unique. For most residential systems we recommend inspecting the filter within the first year to determine the necessary service intervals for the fiker. In high volume systems we recommend inspection within the first 6 months to determine necessary service intervals for the filter. Once the service interval is determined it should be consistent unless something changes in the system. Always inspect the filter screen for any damage or corrosion and replace if necessary. If our STF -101 service alarm switch has been installed and adjusted properly it will alarm when the filter requires service. It should be serviced no less than when periodic pumping of the septic tank and pump chamber is performed. Servicing will be more frequent if using any one of our optional filter socks (600 micron, 150 -190 micron, and 100 micron). Check your local health department for septic system servicing recommendations. If the screen becomes clogged before the periodic pumping requirements, a high level alarm or light will indicate the need for service. If system is equipped with a "pump on light" that stays on longer than normal, this also may indicate a need to service filter. To service filter screen, unscrew the 4" cap. Pull filter screen from canister and wash out thoroughly in appropriate location with proper protection. In some cases an additional filter screen allows quicker service allowing the dirty filter to be washed later at the shop. (Note that in cold cmditbns the fi9rrcW m to . Koop the N W in e, wain ame or pour wan» wel4sr over the cap bef m ronXwkV. ; , ;, , # may" Inieft0din tltA f"ItRM0916V astable temperatwe and removing His cap will not be s pMbbm, If the system is equipped with our Service Alarm Switch, the filter screen does not need service until the Service Alarm Switch activates a light or audio alarm. We still recommend that the filter be inspected once a year for damage or corrosion. NOTE: The total dynamic head loss of the system must be increased by 0.5 feet of head to overcome friction loss through the filter. SERVICE ALARM SWITCH The alarm switch is available in three pressure ranges, low head, medium head, and high head. Installation is simple, on SIM/TECH FILTER systems, remove %: plug from base of filter chamber and connect tube fitting. Next, run the tube up into the tank riser and connect to service alarm switch. The alarm switch is fastened to the side of the riser via the nylon strap provided. Run alarm wire to alarm box. The service alarm switch can be wired with its own alarm or with the high water alarm. Pressure adjustment is made by removing the end plug, and inserting the 7/32 alien. Clockwise increases pressure. One turn equals approximately 3 PSI. The low head alarm switch comes factory preset at 8 PSI and is completely field adjustable within it's range (3 to 24 PSI). We recommend the use of a ball valve when using an alarm switch. Once you have installed the filter and alarm switch, the ball valve can be closed off to simulate a plugged hlter so that you can make sure the alarm switch is working correctly. * ** *TRY OUR LID /SCREEN REMOVAL WRENCH. Our wrench holds filter lid firmly and hooks screen for easy removal and installation. Made of PVC plastic. Installation Service Instructions.doc FROM,: KATE/QHA PHONE N0. 7152474857 Sep. 16 2010 12:36PM P6 Page 20 of 26 Mound Flan and Cross Section 'View t 1/10 B Observation p ipes t °..M Aggregate . A =� .•s ..€ �- - ^ice :.B : . W 2 �: C ' rte I 7 .s ° �`'` Aggregate ` , F A A S TM C3 3 n I . Sa d •---- L Mound Component Dimensions A ft E 20.52 in H 1.00 ft K 8.82 ft a FIft ft F 9.00 in 1 11 -72 ft L 44.64 ft C G 0.50 ft J 4.87 ft W 29.39 ft in 243 (sgft) Disperal Cell Area 887.44 1 (sgflt) Basal Area Available 16.07 (gpd) Linear Loading Rate 2.7 (ft) 1/10 B Obs_ Pipe Placement Mound Cross Section View Aggregate Dispersal Area 106.25ft Finished Gracie �1�� /1J/J //. �/ /Nf/ //I 104.33ft Subsoil Cup .,,r.,,. H.;;::;;;;' ,rr / „111J /J, /J,,.., ,,,,,.� ,. 105.o0fc ,iIJ Dispersal Cell , o 0 o L invert Elevation p Lateral Invert p: E ..........•.... ASTM C33 Sand 8% Site Slope Page 21 of 26 End Connection Lateral Layout Diagram Owned Darer P • i Turn -up vdball valve or oloanoutpluo AN laterals are WerWoal IE X-- +I Holes drilled on the bottom of the lateral equally spaced $ Foroe main oor>tleotiort VQ tee or oross to manifold x 'Wll Pmt. Laterals & force main of PVC Soh 40 (per COMM Table 84.30 -f3) r l` AN laterals are WgrAloal IF X ---; Hiles drilled on the bottom of the lateral puaUy spaced $ Number of Cells 2 Orifice Diameter 0.188 in Cell Spacing 4 ft Orifice Spacing 2 ft Laterals per Cell 2 Orifices per Lateral 14 Lateral Diameter 1 in Orifice Density 4.33 sgfttorifice Lateral Length (P) Manifold Length 11 Lft- Lateral Spacing (S) 2.5 ft Manifold Diameter i' i 2 in Lateral Flow Rate 9.26 gpm System Flow Rate 36.96 gpm SE RRES POND ENCE Total Dynamic Head 21.32 ft Page 22 of 26 POWTS OWNER'S MANUAL & MANAGEMENT PLAN FILE INFORMATION Owner SYSTEM SPECIFICATIONS John & Catherine Gunther Tank Manufacturer Wieser Concrete 0 N IN Septic ❑ Dose ❑ Holding vol. 1000/500 gal Permit # DESIGN PARAMETERS Tank Manufacturer Number of Bedrooms Wieser Concrete ❑ NA 3 ❑ NA ❑Septic ®Dose ❑Holding vol. 5 0 gal Number of Public Facility Units 0 NA Effluent Filter Manufacturer Po 1 y 1 o k— Sim /Te kM NA Estimated (average) flow 3 0 0 al/da Effluent Filter Model 525 S T F — 0 0 Design (peak) flow = (Estimated x 1.5) 450 aUda Pump Manufacturer Zoe 11 e r ❑ NA In Situ Soil Application Rate 1 . 0 al/da /ft2 Pump Model 15 3 Standard Influent/Effluent Quality Monthly average' Pretreatment Unit Fats, Oil &Grease (FOG) 530 mg/L El NA d ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD5) 5220 mg/L 10 NA ® Mechanical Aeration Total Suspended Solids (TSS) 5 L 150 m ❑ Wetland � ❑Disinfection ❑Other: Pretreated Effluent Quality Monthly average Manufacturer Sludgehammer S - Biochemical Oxygen Demand (BOD5) 530 mg/L Dispersal Cell(s) ❑ NA Total Suspended Solids (TSS) 530 mg/L ❑ NA ❑ In-Ground (gravity) Fecal Coliform (geometric mean) 510` cfu/100m1 (g ty) ❑ In- Ground (pressurized) ❑ At -Grade 41 Mound Maximum Effluent Particle Size in dia. ❑ NA ❑ Drip -Line Other: El Other: ❑ NA Other: "Values t ❑ NA ty pical for domestic wastewater and septic tank effluent. Other: MAINTENANCE SCHEDULE O NA Service Event Service Frequency Inspect condition of tank(s) At least once every: U month(s) 3 v ears (Maximum 3 years) ❑ NA Pump out contents of tank(s) ❑ When combined sludge and scum equals one -third ('/) of tank volume ❑ When the high water alarm is activated El NA Inspect dispersal cell(s) At least once every: month(s) 1 years) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: 1 yea r(s� sI ❑ NA Inspect pump, pump controls & alarm At least once every: 1 ❑ month(s) ® year(s) ❑ NA Flush laterals and pressure test At least once every: 1 m nth(s) ❑ NA Other: e Inspect Sludgehammer At least once every: 1 m e nth(s) ❑ NA Other: Add Bacteria 1 ear ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator (pumper). Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any treatment tank equals one -third ('!) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (12/02) Page 24 of 26 Document Number Document Title Maintenance Contract for Septic System This Maintenance Contract for a Private On -Site Wastewater Treatment System(POWTS) is Between John or Catherine Gunther and John Schmitt. Date of Contract: Recording Area Location of POWTS: 1488 Twin Springs Road, Houlton WI 54082 Name and Return Address: Legal Description of Property: SEI /4,SE1 /4, S15, T30N, R20W *see attached legal description As Inducement to the County of St. Croix Zoning Department to Issue a State Sanitary Permit for the Above Described Property, We, the Owners Agree to the Following: 032 - 2083 -80 -000 Parcel Identification Number (PIN) 1. The Owner agrees to have the POWTS inspected and maintained by a qualified maintenance provider. 2. The owner agrees to provide access to the POWTS for the qualified maintenance provider in order to service and/or maintain any and all components of the POWTS. Accruing to the maintenance and monitoring schedule provided by the POWTS manufacturer (including Sludgehammer Unit, St. Croix County Zoning Department, and Wisconsin Department of Commerce. 3. Minimum performance monitoring will include: a. Type of use b. Age of System c. Type of Fill Material Used (If Applicable) d. Nuisance Factors, Such as Odors or Complaints e. Mechanical Malfunction Within the System. Including Problems with Valves, Mechanical or Plumbing Components f. Material Fatigue, Including Durability, Corrosion, or Integrity of Construction and Design. g. Neglect or Improper use of POWTS. Examples Include Exceeding the design rate, Poor Maintenance of vegetative cover, unapproved covers over the POWTS or inappropriate activity over the POWTS. h. Pump Malfunction. Examples Include Dosing Volume Problems, Pressurization Problems, Breakdown, Burnout, or Pump Cycling Problems. i. Ponding in Distribution Cell. Ponding Prior to Dosing is Evidence of a Developing Clogging Mat, or Reduced Infiltration Rates. j. Overflow or Seepage Problems. Often Apparent When Sewage Effluent has "Ponded" at Surface of Ground. 4. The Owner further agrees to pay the qualified maintenance provider for all charges incurred while inspecting, pumping, or otherwise servicing and /or maintaining the POWTS in such a manner as to prevent or abate any human health hazard caused by the POWTS. Contract Drafted by: John Schroeder ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buyer _ J ©N x) Aki CAra e e/ N r G u IV z hE E k Mailing Address ZJ 8 l 11V seel✓V & 5 P0, Property Address J /4 fq E (Verification required from Planning & Zoning Department for new construction.) City /State J4 0L1,t 7 "O 1,) ., WT_ Parcel Identification Number 03 Z - 700 - 80 - 000 LEGAL DESCRIPTION Property Location SE '/4 , SF '/4 , Sec. T p N R_O W, Town of Subdivision Plat: �j yl rlJ 5 egel wo S A K1 p i Tlc9 vy , Lot # ,3 y 3 S Certified Survey Map # , Volume , Page # Warranty Deed # 576 00-5177 / (before 2007)Volume , Page # Spec house yes D Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that ( I ) the on -site wastewater disposal system is in proper operating condition and /or (2) after inspection and pumping (if necessary), the septic tank is less than 1!3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my /our knowledge. I /we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms q / 2 01 C) SIGNATURE OF APPLICANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) VOL WARRANTY DEED DOCUMENT NO. 5689'71 FREC OFFICE CRaiX 1 CO.- wi This Deed msde between John R. Gunther and Catherine A. NO V 511997 Gunther, husband and wife and each in their own right, Grantors and 9 30 A M John. R. Gunther an&Catherine A. Gunther, husband and wife: as survivorship mLeital property, Grantees, a Witnesseth. That the said Grantors, convey to Grantees j the following described real estate in 5t. Croix County, State of Wisconsin: i Lot 34 and Lot 35 Except the Northcasterly 25 feet of said Lot 34 of Twin Springs Addition in the Town of Somerset, St. Croix County, Wisconsin. v RETURN TQ: This deed is given to create survivorship marital property. Mudge, Porter, Lundeen & Scguin, S.C. 110 Second Street Hudson, WI 54016 FE7 t U Tax ID## EXEM. 032208380 p 032208390 This is homestead property. Together with all and singular the hereditaments and appurtenances thereunto belonging;; g 8 Pp And John R. Gunther and Catherine A. Gunther warrant that the title is good, indefeasible in fee simple and flee and clear of encumbrances, and will warrant and defend same. Dated this LML day of November, 1 Q97 ' �f (SEAL) ll Ilill II � 11111 111111 IIIIIIII CC r iL �GSr�rn 80078 5 Tx:400608 Document Title 923130 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 09/22/2010 4:04 PM EXEMPT #: N/A REC FEE: 30.00 PAGES: 4 Recording Area Name and Return Address J A r' �v 1�1LQ( 0 7 • It4 Titw►\ S.pri) -1 4 Igo v'. t a 08 D Parcel Identification Number (PIN) i This information must be completed by submitter: document title. name & return address and PIN (if required). other information such as the granting clause, legal description, etc., may be placed on this first page of the document or may be placed on additional pages of the document. Note: Use of this cover page adds one page to your document and $2.00 WRDA HS Rev. 1/8/2004 to the recording fee Wisconsin Statutes, 59.43(2m). 1 of 4 i The Owner agrees that if required by the qualified maintenance provider, to have any components of the POWTS corrected by a Wisconsin Licensed \Master Plumber that has knowledge regarding the installation and/or repair of the POWTS. 6. The Owner contract is binding for two years from the date in which the final inspection is made for the fully installed POWTS. This date will be located on the inspection report filed with the St. Croix County Zoning Department. 7. The Owner agrees to contact the qualified maintenance provider to have the POWTS inspected and maintained annually (or at intervals required by the county or state governmental unit) after the initial two years. (Additional evaluations may be required if warranted by operational condition of POWTS.) 8. A qualified maintenance provider shall possess a POWTS maintainer credential from the WI Department of Commerce. 9. The qualified maintenance provider shall agree to submit an inspection report to the St. Croix County Zoning Department on an annual basis. (Or intervals required by the county or state government unit.) 10. Recordation/Acceptance Conditions. This agreement shall, upon execution, be recorded with the Registerof Deeds for St. Croix County. W I. By the recording of the easement, Grantee, or itself and its successors and assigns accepts and agrees to abide by all of the terms and conditions hereof. Qualified Maintenance Providers Name: John Schmitt Lic. 4223760 John Schmitt Septic Systems Services Qualified Maintenance Providers Signature: I - - -The Following Requires Notarization— The Owner(s) Name: John Gunther Owner(s) Signature: Cath Gunther Personally came before me this�c}a of 2010, y The above -name To me known to be the person(s) who executed the forgoing instrument and has/have acknowledge the NOt Public 8hb of WhKOnsln Si ature of No Pu [ic MiahNIN IL Thon%wm Notary Public, State of: C&t S� . Contract Drafted by: John Schroeder 3of4 )M sconsin SOIL EVALUATION REP PAID #1633 Department of Commerce in accordance with Comm 85, Wis. Adme Page 1 of 3 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8%: County x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 032- 2083 -80-000 Please Re4 iewed Date Personal information you provide ma u (PriN icy Law, s. 15.04 (1) (m)). _ 2 Property Owner Property Location Gunther, John & Catherine Govt. Lot 830 SE1/4, SE1 /4, S15, T30N, R20W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1488 Twin Springs Road S) . t;RQIX COUNTY 35 Twin Springs Addition City S t� "U 2 r City ❑ Village ❑ Town Nearest Road Houlton I WI 1 54082 715 - 549 - 6662 Somerset I Twin Springs Rd. ❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe Parent material till over bedrock (Whalan Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 104.50' based off contour line established at 103.83'. Slope of area is 8 %. Depth to limiting factor is 28 ". F1-1 Boring # ❑ Boring ® Pit Ground surface elev. 103.7 ft. Depth to limiting factor 29 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -5 10yr3 /3 none sl 2mgr mvfr cs 3vf,if .6 1.0 2 5 -7 10yr5 /3 none Ifs Osg ml gw 2vf,if .5 1.0 3 7 - 29 10yr4 /6 none Ifs Osg ml gw 2f .5 1.0 4 29 -50 10yr6 /4 c2d 10yr6/6 Ifs icsbk mvfr gw 2f .5 1.0 10yr6 /3 5 50 - 72 10yr5/6 m2d yr6/2 /6 IN m mfr - -- - - - -- .2 .5 7.5yr6/2 Boring # Boring ® Pit Ground surface elev. 103.7 ft. Depth to limiting factor 35 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-4 10yr3 /4 none sl 2mgr mvfr cs 2vf,if .6 1.0 2 4 -6 10yr5/3 none Ifs 1fsbk ml gw 2m,2f .5 1.0 3 6 -35 10yr5/6 none Ifs Osg ml gw 2c,1m .5 1.0 4 35-42 10yr6 /4 c2d 7.5r6yr6 /6 Ifs 1csbk mvfr gw 2f .5 1.0 5 42 -80 10yr5 /4 m2p 7.5yr6/6 fsl Om mfr as - - - - -- 2 5 10yr6 /2 6 80+ 2.5y6/1 Limestone bedrock 0.0 0.0 Effluent #1 = BOD 5 > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD <_30 mg /L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 7/9/2010 715 - 247 -2941 ssn -8330 (x.07/00) Property Owner Gunther, John & Catherine Parcel ID # 032 - 2083 -80 -000 Page 2 of 3 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. 101.8 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. � Efl#j *E� 1 0-5 10yr3/4 none sl 2mgr mvfr cs 3vf .6 1.0 2 5 -8 10yr5/3 none Ifs ifsbk mvfr gw 2m,2vf .5 1.0 3 8 -28 10yr4/6 none Ifs Osg ml cw 2c,im .5 1.0 4 28 -51 7.5yr5/6 m2d 7.5yr6/6 fsl Om mfr 7.5yr6/3 gw 1c,im .2 .5 5 51 -71 10yr5/3 m2d 7.5yr5/6 7.5 r6 2 fsl Om mfr as - - - - -- .2 .5 6 71+ 2.5y6/1 limestone bedrock -------- - - - - -- --- - - - - -- - - -- - 0.0 0.0 F]Boring # ❑ Boring El pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#t •Etf ❑ Boring # ❑ 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/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 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 SBA8330 (8.07/00) need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608- 264 -8777. Schmitt Soil Testing, Inc. Cz, nducted for: Conducted by: John & Catherine Gunther Schmitt Soil Testing, Inc. 1488 Twin Springs Rd. Thomas J. Schmitt CST 227429 Houlton, WI 54082 1595 72nd St. Twin Springs Add'n Lot 35 New Richmond, Wt 5401 SE t /4 SE 1/4 S 15 T30N VOW Somerset Township, St. Croix County Date ,�, � , C c O o ( l mI�TN CA 3 c 11 0 M M M 1 II iD r- Oo O II ° CA) o o o w 3 ° ° �• � 1 ° ^' a� � 3 0 r � � D IN i 7T t ZM 1 � o As / W o V