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038-1096-80-115 (2)
? PRESSURE FILTER INSTALLATION & SERVICE INSTRUCTIONS rt~~ 1455 Lcurnar Drive Toll Free 888-999-3290 Q ee 231-582-1020 Fax 231-582-7324 Email s11es(ir?«~Sintteeh corn Web www aag-simtech.com Boyne City, Ml 4971.2 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 (end opposite of the cap) to the desired height and a 2" union will need to be added to the outlet end (the end closest to the cap & on the side 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**. For beat p~r,Jori fiance, if a chi-z ck v,lve is ins talled it. chhind only be after the outlet cif thc, filter. 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 becornes clogged before the periodic purnping requirernents, 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 conditions the filter cap may be difficult to remove. Keep the filter in a warm area or pour warm water over the cap before removing. Once the filter is installed in the tank it maintains a stable temperature and removing the cap will not be a problem. 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 °/4" 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. WARRANTY All products are warranted against defects in material and workmanship for a period of two years from the date of purchase. In no event shall GAG SIM/TECH FILTER, INC. be liable for any consequential damages or any labor, material, freight or expenses required to replace, correct or reinstall the product. GAG SIM/TECH FILTER, INC.'s liability is limited to repair or replacement of the part. All warranties are void if the product has been improperly modified, applied or installed, subjected to misuse or abuse. Except as stated herein, there are no warranties expressed or implied, including the warranty of merchantability or warranty of fitness for a specific purpose. EFFECTIVE September 13, 2005 Page 8 3 SECTION: 2.20.047 `QUALITY /Z!/MPS NCF 19Yp FM1919 0110 ® Supersedes here reflects cononditions at presented time d here reflects con 1108 of publication. Consult factory regarding discrepancies or inconsistencies. MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 visit our web site: SHIP TO: 3649 Cane Run Road - Louisville, KY 40211-1961 www zoellercom (502) 778-2731. 1(800) 928-PUMP- FAX (502) 774-3624 COMPARE THESE FEAT RES • Durable cast iron construction 151/152/153 EFFLUENT SERIES Model 151 comes standard with a glass-filled polypropylene base (For Pump Prefix Identification see News & Views 0052) Corrosion resistant powder coated epoxy finish Stainless steel lifting handle i DOS` 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 -113 HP passes Y2" spherical solids N"'I EFFLUENT oJPr,. Model 152 -.4 HP passes 3/4' spherical solids SUBMERSIBLE A„•,~~gi Model 153 - 1/2 HP passes 3/4' spherical solids 1'/2" NPT DISCHARGE ,CRP • Motor - 60 Hz, 3450 RPM, oil-filled, hermetically sealed, automatic reset thermal overload protected Model N152/N153 • Carbon/Ceramic seals High Head C CIP us Efihnent Upper sleeve bearing and lower ball bearing running Tested to UL StandardUL778 in bath of oil andCert7fiedtoCSA Standard CSA222 No. 108 • 20 ft. UL Listed power cord with molded 3-wire plug 11/2" NPT vertical discharge " MODELS AVAILAD BN and BE standard models include a 20 ft. variable • N15l/N152/N153 & E15ir~---L.G E 15:; no ,u,on a6c level float switch ° BN151/BN152/BN153 & BE151/BE152/BE153 packaged with Piggyback Variable Level Float Switch ? Operates at temperatures to 130°F (54°C) in effluent 1/3_4 & 112 HP, 1Ph 115V or230V applications • All models include a 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. ~I POWDER COATED ar TOUGH" Model BNI52/13NA53 MAIL T0: P.O. BOX 16347 High Head Louisville, KY 40256-0347 Effluent SHIP TO: 3649 Cane Run Road Louisville, KY 40211-1961 (502) 778-2731 • 1 (800) 928-PUMP FAX (502) 774-3624 Manufacturers of... - ZgW IrY IeZIMAS ~/INZT lq,. Page 9 © Copyright 2010 Zoeller Co. All rights reserved. ~I TOTAL DYNAMIC HEAD/FLOW PUMP PERFORMANCE CURVE PER MINUTE MODEL 151/152/153 EFFLUENT AND DEWATERING fio 14 45 153 MODEL 151 152 153 12 40 Feet Meters Gal. Liters Gal. Liters Gal. Liters 0 35 5 1.5 50 189 69 261 77 291 10 52 _ 10 3.0 45 170 61 _231 _ 70 265 30 15 4.6 38- 144 53 201 61 231 6 2 6.1 29 110 44 167 52 197 e 25 151 20 25 7.6 16 61 34 129 42 159 L 30 9.1 23 87 33 125 0 35 10.7 - - - 22 85 5 - - 40 12.2 _ - 11 42 4 Shut-off Head: 30 ft. (9.1 m) 38 ft. (11.6m) 44 ft. (13.4m) 10 0145089 2 Model 151 Models 152 / 153 a 10 20 30 50 60 70 60 90 100 GALLONS 67(32 - - 6 7/32 ---"i LITERS _ I~ y I ~ 37,8 --per-- ~ 4 SIB 0 40 80 120 160 200 240 280 320 360 3 718 I~ 4518 FLOW PER MINUTE -}i I-- - 014508A 3718 I _ CONSULT FACTORY F'Yd'®A SPECIAL APPLICATION 3 718 ~ 3718 Timed dosing panels available - H 11rz^n;PT • Electrical alternators, for duplex systems, are available and j supplied with an alarm j • Variable level control switches are available for controlling T single phase systems L~ - - • Double piggyback variable level float switches are available 1 for variable level long and short cycle controls • Sealed Qwik-Box available for outdoor installations - See 72t18 FM1420 i - I } • Over 130°F (54"C) special quotation required 475116 flI - 5318 1.511152/153 Series t-_-__-- SK2444 SK2064 151/1521153 MODELS Control Selection Model Volts-Ph Mode Amps Simplex Duplex N151 115 1 Non 6.0 1 2or3 _BN151 115 1 Auto 6.0 Included 2or3 E151 230 1 Non 3.2 1 2 or 3 BE 551 230 1 Auto 12 Included 2 or 3 "Easy assembly" - N152 115 1 _ Non 8.5 1 2 or 3 ( (pump & discharge pipe BN152 115 1 Auto 8.5 Included 2 or 3 not included.) E152 230 1 Non 4.3 1 2 or 3 BE152 30 1 Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 2 0~ 3 BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2 or 3 BE153 230 1 Auto 5.3 Included 2 or 3 SF?-ECTION GUIDE ls~ 0!0!lC~fAL !'OWl' F ~l -._.AlNO h'fN 1tlw24:&1 1. Single piggyback variable level float switch or double piggyback variable level ° Reduces potential clogging by debris float switch. Refer to FM0477. ° Replaces rocks or bricks under the pump 2. See FM0712 for correct model of Electrical Alternator E-Pak. Made of durable, noncorrosive ABS 3. Variable level control switch 10-0743 used as a control activator, specify duplex ° Raises pump 2" off bottom of basin (3) or (4) float system. Provides the ability to raise intake by adding sections of 1W or 2" PVC piping O CAUTION Attaches securely to pump All installation of controls, protection devices and viirhly should be clone by a tlnalified ° Accommodates sump, dewatering and effluent applications licensed electrician, All electrical and satety code should he ioiiuwi;6 inctudutig thn NOTE: Make sure float is free from obstruction. most recent National Electrical Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. Page 10 © Copyright 2010 Zoeller Co. All rights reserved. PLOT PLAN N Project Name: Wojan 3 Bedroom Mound Legal Description: SW1/4, SE114, 523, TV N, R1 8W P.I.D: 038-1096-80-115 Subdivision Name: 4.150 Acre Parcel Lot 1 SCALE: V = 40' Township: Star Prairie Parcel Size: 4.150 Acres County: St. Croix Contour Line Elevation: 102.98 Cell Dimensions: 6' X 75' "4 inch Sch 40 -ASTM D2665 System Elevation 103.98' Mound Dimensions: 92.47' x 20.77' 2 inch Sch 40 -ASTM D1785 Slope: 4% 11/2 Sch 40 -ASTM D1785 BM1 Elevation: 100.00' Top of 1" steel lot corner iron A BM2 Elevation: 104.24' Top of 1 1/2" PVC pipe ■ Backhoe Pits: Existing Septic Tank Wieser Concrete WLP1000-MR gallon Septic Tank Dose Tank Wieser Concrete WLP750-MR allon Dose Tank TE: For f view of the parce lf~CeO Survey Map r~M L ~3 10 .r 1 5 LV 10 63 CAN; uNi N f E,~ORRE.S ONpENCE S~ r ~2 c~: riI t~ 1 L1 ~ GALLOk) 00tS rAr,uh ~t) ~ L. r= i= l i.( N i I=11. l` ~ ~c GAQt~br= `Dt2►eJq= !t ~N 5 0= f~xi~ ~ i_ N-~- S - Xi5T I N1~'3 jJ ,=r~=L t T~ ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORNI Owner Buyer Steven & Marjorie Wojan Mailinu Address 2016 126th St. Propem, Address 2016 126th St. (Verification required from Planning & Zoning Department for neH construction.) Cit\ 'State New Richmond, W1 parcel identification Number 038-1096-80-115 LEGAL DESCRIPTION Property Location SW '/4 , SE `/4 , Sec. 23 T 31 N R18 W. Town of Star Prairie Subdivision Plat: Lot 4' 1 Certified Survey Map # Volume 08 Pave ~ 2270 `A'arranty Deed # (before 2007)Volume Page Spec house13yes0no Lot lines identifiable ❑,.es[] no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle «astes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What \ ou put into the s\ stem can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §SPS. 383.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certiti . „ -1 h. tl owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1 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. iwe, 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 Safety And Professional Services 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 Count' Planning & Zoning Department within 30 days of the three year expiration date. i we certify that all statements on th' form are true to the best of my our kno~%led<ue. i we am are the o\~ ner(s ) of the property described above, by virtue of a w anty deed recorded in Register of Deeds Office. Number of b drooms 3 j/!/ L X10 6 29 16 SIGNAT RE OF APPLICANT( DATE any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. x Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified surve,, map if reference is made in the uarrant% deed. (REV. 04/12) o, l a RECEIVED 3 'ts P D=f 13 2016 SOIL EVALUATION RE'. FCQGKZp6K7pQT page 1 of#1426 in accordance with Comm 85, Wis. Adm. Code _ $ Profess~lai WbOUNTY Schmitt Soil Testing, Inc. Attach complete site pDari on pa otTess fhIaPB' 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. Farce 038- 96- -11_5 Please print all information. Re ed By Dot Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location 1 , S23, T31N, R18W Wojan, Steve & Marjorie Govt. Lot _ j4t Property Owners Mailing Address Lot # Block SM# 2016 126th St. 1 City State Zip Code P hone Number City Village -_J Town Nearest Road New Richmond 54017 715-246-6553 Star Prairie 126Th St. i New Construction Use Residential ! Number of bedrooms _ 3 Code derived design flow rate 450 _ GPD Replacement Public or commercial - Describe: Parent material Glacial Till (Jewett-Silt-Loam) Flood plain elevation, if applicable _ NA _ ft. General comments Area is suitable for a mound system. System elevation is 103.98' based off a contour line established at 102.98'. Slope of area is and recommendations: 4%. Depth to limiting factor is 24". ❑ Boring # Boring Pit Ground surface elev. 103.33 ft. Depth to limiting factor _ 24in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD_/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -"Eff#2 1 0-16 _ 10yr3/3 none - sil _ 2mgr mvfr as lvf 0.6 0.8 2 16-24 10yr4/3 none sil 2fsbk mfr cs ivf 0.6 0.8 3 24-49 10yr4/6 c2d 10yr6/6 sl imsbk mfr 9w 0.4 0.7 4 49-60 7.5yr4/6 _ c27.5yr6/2/6 sl Om ' mfi gw 0.2 0.6 5 60-64 10yr5/6 c2d 10yr6/6 s 0s9 ml cs 0.7 1.6 10yr6/2 6 64-72 5yr4/6 c2d 7.5yr6/8 fsl Om I mfi 0.2 0.5 _ 7 5vr6J3 1 Boring 2 Boring # Pit Ground surface elev. 103.33 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 0-11 10yr4/3 none sil 2fsbk mfr as 1vf 0.6 0.8 2 11_29 7.5yr4/6 none sl 2msbk mfr gw ivf _0.6 1.0 3 29-38 5yr4/4 c2d 10yr6/6 ioyr6/1 sl Om mfi gw 0.2 0.6 4 38-72 7.5yr4/6 c2d 7.5yr6/6 fsl - Om -mfi 0.2 0.5 7.5yr6/2 Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 <-150 mg/L ` Effluent #2 = BOD5 s30 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 St. New Richmond, WI 54017 6/9/2016 715-760-1978 SBD-8330 (R-07/00) Property Owner Wojan, Steve & Marjorie Parcel ID # 038=1096-80-115- Page 2-of 4 Boring F-j! 1: Boring # pit Ground surface elev. 102.18 ft. Depth to limiting factor - 9 24-- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I "Eff#1 ~Eff#2 1 0-15 10yr3/3 none sil 2msbk mvfr as ivf 0.6 0.8 2 15-24 10yr4/6 none sl 2fsbk mfr gw 1Vf 0.6 1.0 3 24-28 10yr4/6 c2d 10yr6/6 sl Om mfr - 10yr6/1 9w 0.2 0.6 7. 4 28-66 5yr4/4 c2d 5yr6/6 sl 7.5yr6/2 Om mf 0.2 0.6 6 Boring 4 ]Boring # Pit Ground surface elev. ft. Depth to limiting factor 22 in. - Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#7 *Eff#2 1 0-11 10yr3/3 none sil 2mgr mvfr as 1vf 0.6 0.8 2 11-15 7.5yr4/6 none grsl 2msbk mfr gw lvf 0.6 ~1.0 3 15-22 5yr4/6 none grsl ifsbk mfr gw 0.4 0.7 22-61 7. c2d 7.5yr6/6 4 5yr4J6 si Om mfi gw 0.2 0.6 7.5yr6/2 5 61-79 10 r5 6 c2d 10yr6/6 y / 1 r6 2 fsl Om mfi 0.2 0.5 I Boring F-1 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#2 - - Efluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 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 need material in an alternate format, please contact the department at 608-266-3151 or TI'Y 608-264-8777. SBD-8330 (R.07100) Schmitt Soil Testing, Inc. . • Page 3 of 4 Conducted by: Conducted For: Schmitt & Sons Excavating, Inc.. Name: Steve & Marjorie Wojan Thomas J. Schmitt, CST 227429 Address: 2016 126th St. 586 Valley View Trail City, State, Zip: New Richmond, W154017 Somerset,Wl 54025 Phone: 715-7 0-1978 PID: 038-1096-80-115 Sly^nature Lot No.: 1 CSM 08-2270 Date 46 -q~ Legal Description: SW1/4 SE1/4 S23 T31N R18W 0 Backhoe Pit Township, County: Somerset Township, St. Croix County Bench Mark 1 El. 100.00' Top of 1" Steel lot Corner Iron. p Bench Mark 2 EI.104.24'top of 1 1/2" PVC Pipe Slope= 4% Scale 1"= 40' Contour Line Elevation: 102.98" Contour Line Length: 75' NOTE: For full vie E!bQtQ r7 i' N r i t i -Y.. 63 1 r i Ca'/S~inl~ /2Ec'~ eXA1 44,, Z, . ems , 41 .4.: 312.42 177.59 80.28 13 „ 0 ) CY) + 4 Lij 79.5 c to LO 0 0 r- 111.86 } 66 W~~ s o } Ne~a lokk r7 t ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to certify that I have inspected the existing septic and/or dose tank presently serving the following residence: (Street address) 2016 126th Street located at: SW 1/4, SE 1/a, Section 23 , Town 31 N, Range 18 W, Town of , St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of SPS. 384.25, and it (they) appear(s) to hc !.ltl~tiol;ill Most receyit 6aLC o l' lils pcctiort or sk:r% t: Did flow back occur from absorption system? Yes No_. (if no, skip next line.) Approximate volume or length of time: gallons minutes Tank Capacity: 1000 Construction: Prefab Concrete X Steel Other Manufacturer (if known): Age of Tank (if known): Permit number (if known) John Schmitt i -14~ (Lic sed Plumber Signature) (Print Name) MPRS 223760 (Title) (License Number) MP/MPRS 7- 2V (Da Form to be completed by licensed plumber (Dept of Safety and Professional Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) Rev. 2/2012 Page 13