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HomeMy WebLinkAbout042-1002-10-000 (2) .rosin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. CfOIX oafety and Building Division INSPECTION REPORT Sanitary Permit No: GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 597443 Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)) 2974578 Permit Holder's Name: City Village Township Parcel Tax No: GERALD & CONNIE MUELLER TOWN OF WARREN 042-1002-10-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: io z . e 02.29.18.17 TANK INFORMATION ELEVATION D TA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Y. 31 Mill 16Z - (p a Dosing It. B Q Aeration 4 ~~r ~ t ` ~ • ~ j Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header/Man. Aeration Dist. Pipe Holding Bot. System 7• Final Grade PUMP/SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches r T DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type Of System: CHAMBER OR UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution ]77ole Size Ix Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over rxx Dep th of xx Seeded/Sodded xx Mulched Bed Trench Center dges soil Ell _ Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: '9/Z-4 7 Inspection #2: Location: 1381 CTY RD E 1.) Alt BM Description = 1~n''O ~ O ~ v ~~~tc~~ttJJJ 2.) Bldg sewer length = - amount of cover Plan revision Required? L7 Yes No Use other side for additional information. Date Insepctor's Signature Cert. No. SBD-6710 (R.3/97) 5)%h1- ao~~- abl Countc- F~1 57' C, OT L r p; F Safety and Buildings Division i D gx 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) Madis ` _7NI 707x`1162, si c Alit 1 V17 '57 8QRV ~ 7 YJ` 3 R50TV880E ~'rmlt Application ~ state Transaction Number .OMMUNiTY && pp a c? `t s 7 8 In accordance with SPS 38311(2), Wis. Adm:. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) /J the Department of Safety and Professional.Servies. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04 l m), Stats. Q/~/ L Application Information - Please Print All Information Property Owner's Name Parcel # GERRI.O JC0AtJV Mu F LL. ER. ay8 -t~~~.- la - aa~ i Property Owners Mailing Address Property Location oa , aq, g, CO (A. nr 7-R d ~ Govt Lot ~ City, State Zip Code Phone Number At Section tit E AT C/4 M o N I~ S ~l ! 7 s= e- 6 S 3 (circle on TN;R I8 iroW U. Type of Building (check all that apply) Lot # I~.1 or 2 Family Dwelling - Number of Bedrooms 3 Subdivision Name r PW 4~iP+ Block # L! Public/Commercial - Describe Use ❑ city of CSM Number ❑ Village of 4 ❑ State Owned -Describe Used X Town of w R R R E N 57 Ili. Type of Permit: (Check only one boz on tine A. Complete line R if applicable) I A' ❑ New System Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) j B • ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber List Previous Permit Number and Date Issued f ❑ Permit Transfer to New Before Expiration Owner ly9~.~.~. !v - tc - 9 t IV. Type ofPOWTS System/Component/Device: (Check all that apply) ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ® Mound 2:24 in. of suitable soil ❑ Mound < 24 is of suitable soil ❑ Holding Tank ❑ Other Dispersal. Component (explain) ❑ Pretreatment Device (explain) V. Dis ersalfTreat t Area Information: -H I Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (s System Elevation / VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units ~ ~ o f J J) New Tanks Existing Tanks , ? n y ~ o ~ U r~i ~ rn r.:: Septic or Holding Tank 006 /oa0 1, W E i~ k S 1 Dosing Cbamber Sao $ o O / t J E K$ VIL Responsibility Statement- I, the undersigned, assume responsibility for installation of the PORTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/IvIPRS Number Business Phone Number i I~JFl4TEA AJrct4 v2: 1- Lt iJ a~-Z7 /a 71S-7qci-33za Plumber's Address (Street, City, State, Zip Code) %7- }4-w Y &s Ro f3 e 2TS L-3: $'Ko 23 14 VM-Xotinty/Department Use Only Approved ❑ o Permit Fee Da)17 Issues Lssum- ent Si J ❑ ven n for Denial 7D °a 8 17 IX. Condit Y& easons for Disapproval ra 1. ?:Septic ark Cf ,-n tilte- r r i s a as s p.a3 e St *J h [ Q(1~ t • _ t~ per r , ^,~aryemen' plan (Ad 2. 'All qtr k rertlt-, ens rnu5t w ! as per gVilrAbin codf; 4 1 ~e~ r• C. j~ f'n f ;n,~ L~ Attach to complete plans for the system and submit 11o the County only on paper n ess 812 z 11 les in size[ D-b SI3 348 (R 11/11) y N ~ e t) ti O z U :z n r N ~ ti cz~ V ti E a ~ ~ Cj• o o O ti to a c a. Q x M Q0 -Z V W ~ ti O ~ Di x _ W W O° o a m ' OC W , o z - o 0 :4t C V of O J J o J U i ~ v U ~ ~ bt O M N N N c _ ~ ~ Rt O ~ p C d ~ ra >il ~.1 N % n ` I o° y n n A a ~ ~ - > III bti I Ors;; R7vr DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 GREEN BAY WI 54304-5211 Contact Through Relay P http://dsps.wi.gov/programs/industry-services www.wisconsin.gov ~~0S1ON'~~~ Scott Walker, Governor Laura Gutierrez, Secretary July 26, 2017 CUST ID No. 224059 ATTN.; PO WTS Inspector ZONING OFFICE KEITH E STONER ST CROIX COUNTY SPIA 23220 WOODCREEK RD 1101 CARMICHAEL RD SIREN WI 54872-8728 HUDSON WI 54016-7708 A.y v~,z CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/26/2019 Identification Numbers Transaction ID No. 2974578 SITE: Site ID No. 840672 Gerald & Connie Mueller Please refer to both identification numbers, 1381 County Rd E above, in all correspondence with the agency. Town of Warren St Croix County NE1/4, NE 1/4, S2, T2 9N, R18W FOR: Description: Mound System Q Bedrooms - Replacement) Object Type: POWTS Component Manual Regulated Object ID No.: 1717894 Maintenance required; Replacement system; 450 GPD Flow rate; 26 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • Prior to construction of the dispersal area check the moisture content of the soil to a depth of 8 inches Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil Proper soil moisture content can be determined by rolling a soil sample between the hands If it rolls into a 1/4- inch wire the site is too wet to prepare. If it crumbles site preparation can proceed If the site is too wet to prepare do not proceed until it dries. • Abandon Existing System per SPS 383.33 • Pump Floats to be set and verified per approved plan Any changes may result in pump resizin2 to meet TDH and GPM Specifications. • Divert surface water from POWTS Area. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Tank Installation to follow all manufacture's recommendations. i KEITH E STONER Page 2 7/26/2017 • Verify property line(s) prior to installation. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. • The following must be completed in addition to any comments made from the County inspector: a. Remove excess/overgrown vegetation from mound, mow and remove clippings. b. Remove and stockpile topsoil from the mound system. c. Remove cap soil and stockpile. d. Remove aggregate from absorption area(s) and dispose of in approved manner. It cannot be re-used. e. Remove distribution pipes and observation pipes. Dispose of properly. f. Remove end cap markers if present and dispose of properly. g. Remove - 3 inches of clean sand and dispose of properly. This sand cannot be re-used. h. Sample remaining sand at several locations to assure it meets ASTM Specification C-33 for fine aggregate. If the sand does not meet ASTM Specification C-33 for fine aggregate, it must be removed down to the natural soil. L Install replacement mound system using procedure outlined in the approved mound system component manual. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(l). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. A KEITH E STONER Page 2 7/26/2017 • Verify property line(s) prior to installation. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at around level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. • The following must be completed in addition to any comments made from the County inspector: a. Remove excess/overgrown vegetation from mound, mow and remove clippings. b. Remove and stockpile topsoil from the mound system. c. Remove cap soil and stockpile. d. Remove aggregate from absorption area(s) and dispose of in approved manner. It cannot be re-used. e. Remove distribution pipes and observation pipes. Dispose of properly. f. Remove end cap markers if present and dispose of properly. g. Remove - 3 inches of clean sand and dispose of properly. This sand cannot be re-used. h. Sample remaining sand at several locations to assure it meets ASTM Specification C-33 for fine aggregate. If the sand does not meet ASTM Specification C-33 for fine aggregate, it must be removed down to the natural soil. i. Install replacement mound system using procedure outlined in the approved mound system component manual. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection'by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. r KEITH E STONER Page 3 7/26/2017 Sincerely, Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Please Include a Copy With Your Tim Vander Leest Payment Submittal. Private Sewage Plan Reviewer, Division of Industry Services WiSMART code: 7633 (920)492-2214, Monday - Friday 6 am To 3:30 pm tim.vanderleest ( wisconsin.gov Page 1 of 8 Index and Title Sheet Project Name: Gerald Mueller Mound Sanitary System Property Owner: Gerald and Connie Mueller Address: 1381 County Rd. E New Richmond WI 54017 Phone: Legal Description: Parcel in the NE1/4 of the NE1/4 Sec. 2 T29N-R18W Township: Warren County: St. Croix County Comp.4/Parcel ID: 042-1002-10-000 CONTENTS Page: 1 Index and Title Page Page: 2 Plan Narrative Page: 3 Plot Plan Page: 4 Mound Cross Section and Plan View Page: 5 Lateral Layout Diagram Page: 6 Dose Tank Cross Section Page: 7 Pump Curve Page: 8 Management and Contingency Plan Attachments: Copy of the Soil Test and Previous Plan Approval for the Mound and the Plumbers As-Built Inspection Report Pressure Distribution Component Manual Used = Version 2.0 SBD-10706-P (N 0 1/0 1 R.10/12) Mound Component Manual Version 2.0 SBD-10691-P (N.01 /O1 R.10/12) ' CONS/ /'~~~~i Designer: Keith E. Ston r!~`~.•• Designers License # 1575-007 KEITH E.•••; Signature: STONER - Phone # (715-653-2324) Date 6-4-17 = z - 5 Siren, % Wis. % ~ F S IC71 N E P ~ ~ ~ ~ x RECEIVED 0 3 20, 17 INDUS f RY SERVICES f KEITH E. STONER LAND USE CONSULTANT, SOIL TESTER AND DESIGNER OF SANITARY SYSTEMS 23220 Wood Creel: Rd. Siren Wisconsin 54872 Phone (715) 65.3-2324 AdventurersL&Centurvtel.net June 4th, 2017 The following will be a discussion of the state of the current sanitary system serving the home of Gerald and Connie Mueller located at 1381 County Rd. E near New Richmond Wisconsin. I was asked to review the mound dispersal system by Walter Nechville MPRS# 227710. Walter had been contacted by the property owner because of a failing dose pump. The pump was replaced but became apparent that the system was not excepting the effluent dosed to the system. The pump would run for a longer than normal cycle and then the majority of the effluent would run back into the dose tank and the pump cycle would begin again. Upon further review it became apparent that the 1 inch laterals installed in the distribution network were clogged. Mr. Nechville completed a shovel pit next to the lateral on the southwest system corner to assist in determining the problem. He noticed many fine roots throughout the aggregate and by operating the pump with the hole open was unable to get full flow from the orifices and in some cases no flow. I met Mr. Nechville on Wednesday May 31st, 2017. We re-visted his initial observation pit and created another pit on the northwest corner of the system nearest to one of the maple trees. Prior to examining the observation pit I walked the perimeter of the system and found no saturated soil conditions. The observation pipes were also dry. (Shovel Pit #1 Southwest Corner) I observed no ponding of effluent of any kind. The aggregate as was full of many fine roots from the adjacent maple and box elder trees. The C-33 sand to a depth of about 3-4 inches also had a significant number of roots. The C-33 sand 3-4 inches below the aggregate to the insitu soils were clean and showed no apparent signs of a clogging mat. The insitu soils showed no evidence of compaction and could readily see the soils structure in the posthole spoil. (Shovel P1t#2 Northwest Corner) Mr. Nechville dug a shovel pit in the northwest corner of the dispersal area upon hitting the aggregate we began to see even more roots and of a larger diameter within the aggregate and down into the Astm C-33 sands. This boring was the closest to the trees. Once again the amount of roots diminished in the sand once we were below the area that would typically have the most available moisture. I also used my shovel and posthole digger to review the insitu soil conditions down slope of the dispersal area in an untouched area. This pit showed a well structured silt loam to a depth of 14 inches with no indications of redox features. Elevation Data based on the alternate benchmark designated as the bottom of the siding on the N.E. corner of the granary under the steel siding with an elevation of 100.26 ft. includes the following from the plumbers as-built inspection report and my site data: ❖ Original contour grade of approx. 100.90 ft. ❖ Top of sand fill or system elevation approx. 102.10 ft. ❖ Bottom of the dose tank equals 90.67 ft. Page 2a+b of 8 ❖ Final grade on top of mound equals 104.36 ft. Please note there are some minor elevation differences from the sand and aggregate elevations that I would attribute to the mechanical equipment run across the system to cover the site with topsoil and the settling that has occurred over time. I referenced the as-built report provided by the plumber and the required amounts of sand and aggregate were placed during the construction of the mound system. To summarize the inspection of this existing three bedroom mound sanitary system serving this structure I would state that I have found no indications that the insitu soils beneath the dispersal cell or the C-33 sand fill has been compromised in any way other than the intrusion of fine roots into the top 3-4 inches of the sand. The aggregate has a high volume of fine roots to medium growing throughout the dispersal cell. This environment is advantageous to the nearby trees as a source of moisture. Taking into account the small orifice diameter of 1/8 inch holes and a I inch diameter lateral it would be easy for these roots to grow into the laterals through the orifices thereby reducing the ability of the laterals to perform their job in distributing the effluent over the dispersal area. Construction of the new dispersal cell will consist of removing the existing mounds soil cap down to the filter cloth then removing the rock aggregate and distribution network. Once this is removed I would re- evaluate any organic mat that may be forming and remove the sand that has been compromised by the roots. Presently I don't see any mat development so I would remove only a minimum of 3-4 inches of the C-33 sand. The system would be re-built in place matching the depths of the original installation. The original system installation was based on a greater amount of sand than the documented limiting factor of 26 inches on the soil test. The stabilization side slopes will be required to be pulled back to allow for the new C-33 sands, aggregate and distribution laterals. The system elevation (102.10) would be based on the original installation. New aggregate and a distribution network would be installed along with new cap material. The stabilization slopes will be reconstructed to match the existing fill material that exceeded the requirements of the initial design. The dose tank floats should be verified to insure the correct dosing requirements are being met. I believe that by removing some of the trees that are nearest to the dispersal area would be very beneficial to help prevent or at least reduce the impact of root intrusion into the dispersal cell in the future. We have also modified the lateral distribution network to include 1 '/2 inch laterals and a larger 3/16' orifice diameter. The replacement of a portion of the sand fill along with clean aggregate and a new distribution network should allow this mound system to accept the wastewater generated from this three bedroom well into the future. Thank you for your time and please call should you have any questions. Keith E. Stoner CST# 224059 Designer # 1575-007 Page 2a+b of 8 0 o ~ ~O o ~ W ~j g y 0 to Z 0 W ° o 0 brj k Z o - 2 ~o WU ch W O ° ° m N °o Qo cn 00 o ° IZ, s o Z z ° L ti -Z O +V U :4k ~L Cn K z C v bC ti ~ E~ ~ C7 h W~ W~lv~ v J ~ W Qj v L ~ M ' ~ r~i~ nnom' O O p ~v ^ h °e ~ ~OLJ S E E a N v,n c° O CL~ 0 u R7 0 Page 4 of 8 Mound Plan View Observation Pipe ® J K. A W B I L Mound component Dimensions A 8.0' E 15.92" H 12" K 9.12' B 57' F 9.5" I 11.83' L 75.24' D 14„ G 6.' J 6.93' W 26.76' 456 (ft. sq.) Dispersal Cell Area 1 131 (ft.') Basal Area Available 8.00 (gpd/ft) Linear Loading Rate 5.7 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.90' G " G F O O 102.60' (ft) 102.10 (ft) Dis ersal Cell Lateral Dispersal E... Invert Cell Elevation 100.90' (ft) Contour Elevation 2 % Site Slope Shading Key m® Topsoil Cap Detail of Typical Dispersal Cell ~Geotextile Fabric Q® Subsoil Cap Cover © ASTM C33 Sand Tilled Layer ® Aggregate Typical Lateral F Observation Pipe to be constructed of 4" diam. pipe w/ water tight cap, a minimum 6" slot anchored with 3/8" rebar or a water closet collar. a- A i Page 5 of 8 Center Connection Lateral Layout Diagram Force Main P P Laterals and Force Main of PVC Sch. 40 per SPS Table 384.30-5 S Alternate Force Main 76 ft~ Position F.76 ft. Turn-up w/ball valve or clean XX/+X/ X Holes equally spaced on out plug bottom of lateral Number of Laterals 4 Orfice Diameter 3/16 or 0.188 in Lateral Diameter 1 1/2 in. Orifice Spacing (X) 292 ft. Lateral Length (P) 27.74 ft. Orifices per Lateral 10 ft2/ Lateral Spacing (S) 4.00 ft Orifice Density 11'25 orifice Lateral Flow Rate 6.60 gPm Manifold Length 4.00 ft. Cell Flow Rate 26.40 gpm Manifold Diameter 1 1/2 in. System Flow Rate 26.40 gptn Forcemain Diameter 2"/ 100 and Length ft. Total Dynamic Head 16.12 ft. Lateral Turn-up Detail Finished Grade Threaded Cleanout Plug or Ball 6" to 8" diameter Lawn Sprinkler Box Valve Note: Lateral ends at last orifice where variable length to Ceanout begins. 0 0 0 0 k z0 Long Sweep 90 or Two 45° Bends Same 0 0 0 0 o Diameter as Lateral o o Distribution Lateral Pg. 6 of 8 Dose Tank Component Cross Section Approved Manhole Covers With Warning Labels and Locking Device / 4" Min. Above Final Grade Weather Proof Junction Box Electric per NEC 300 & SPS. 4" Sch. 40 Vent 316.012 WAC > or = to 12" Above Final Grade Disconnect Alternate Outlet Location Proposed Simtech STF 100 W/Approved 4" Sleeve In-Line Filter 2 Inlet Force Main Diam. _ " Weep Hole or Anti Siphon Device Note: Pump switch and alarm to be A wired to separate circuits. B Pump Off Elev. 91.67' C Tank Mfr. Weeks Concrete 800 gal. D 90.67' Dose Tank Elev. Vertical Difference Between Pump Off and Distribution Pipe = 10.93' Minimum Required Supply Pressure = 3.25 100 FT. of Force Main x 1.94 Friction Factor/100FT.... = 1.94 Total Dynamic Head = 16.12' Max Dose 90 gals. Min. Dose 51.04 gals. Number of Doses = 5 Per Day Gal. Per Day/ #of Doses = 83.80 Gal. Volume of Backflow = 16.30 Gal. Total Dose Volume = 100.10 Gal. Pump Tank Capacity 800.80 Gallons Dimensions Inches Gallons Pump Tank Volune 18.20 Gal/Inch A 24.50 445.90 B 2 36.40 Pump Mfr. Zoeller C 5.50 100.10 Pump Model 98 D 12 218.40 Minimum Discharge Rate = 26.40 GPM Alarm Mfr. S.J.E. Rhombus Total= 44 800.80 Alarm Model Tank Alert 1 Bed Tank per SPS 383.45(5) Anchor Tank as necessary to negate buoyant forces per SPS. 383.43(8)(g). KI[1 12 1 1k1 Page 7 of 8 - 1/4 6 w HEAD CAPACITY CURVE 3 7/8 MODEL "98" 30 4 5/8 -~1 I I g 25 0 3 5/8 = 6 0 g + + 0 15 O 4 4 3/16 o 10- 5- 1 112-11 1/2 NP 0 U.S. GALLONS 10 20 30 40 50 60 70 80 LITERS 80 160 240 0 FLOW PER MINUTE TOTAL DYNAMIC HEADIFLOW PER MINUTE EFFLUENT AND DEWATERING CAPACITY 12 HEAD UNITS/MIN FEET METERS GALS LTRS 5 1.52 72 273 10 3.05 61 231 15 4,57 45 170 4 3/15 20 6.10 25 95 - Lock Valve 23' ~ ~ sKiro7 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and - Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. • Mechanical alternators, for duplex systems, are available with or - Double piggyback variable level float switches are available for without alarm switches. variable level long cycle controls. SELECTION GUIDE 1. Integral float operated 2 pole mechanical switch, no external control required. Standard all models - Weight 39 lbs. - 1/z H.P. 2. Single piggyback variable level float switch or double piggyback variable level, 98 Series Control Selection float switch. Refer to FM0477. Model Volts-Ph Mode Amps Simplex Duplex 3. Mechanical alternator 10-0072 or 10-0075. M98 115 1 Auto 9.4 1 or 1 & 7 - 4. See FM0712, for correct model of Electrical Alternator, "E-Pak". N98 115 1 Non 9.4 2 or 2 & 6 3 or 4 & 5 5. Control switch 10-0225 used as a control activator, specify duplex (3) or (4) Float system. D98 230 1 Auto 4.7 1 or 1 & 7 - 6. Four (4) hole "J-Pak", junction box, for watertight connection or wired-in E98 230 1 Non 47 2 or 2 & 6 3 or 4 & 5 simplex or duplex operation, 10-0002. 7. Two (2) hole "J-Pak", for watertight connection or splice. CAUTION For information on additional Zoeller products refer to catalog on Combination Starter, FM0514; All installation of controls, protection devices and wiring should be done by a qualified Piggyback Variable Level Switches, FMO477; Electrical Alternator, FM0486; Mechanical Altema- licensed electrician. All electrical and safety codes should be followed including the tor, FM0495; Alarm Package, FMO513; Sump/Sewage Basins, FM0487; and Simplex Control Box, most recent National Electric Code (NEC) and the Occupational Safety and Health Act FM0732. (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 Louisville, KY 40256-0347 Manufacturers of.. SHIP TO: 3649 Cane Run Road Louisville KY 40211-1961 Q 1 PUMP !O (sot) 778-2731. 1(800) 928-PUMP vaurr PUMPS SNCE /999 FAX (502) 774-3624 Page 8of 8- 1 of 3 Private Onsite Wastewater Treatment System Mound Management Plan Pursuant to SPS 383.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) Shall Include information and procedures for maintaining the system within the parameters of SPS 383 and 384, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for the system will be filed with the county zoning or health department. This management plan complies with SPS 383.54, Wis Adm. Code, the Mound Component Manual for Private Onsite Wastewater Treatment Systems (Version 2.0) SBD-10691-P (N.01/01R. 10/12) and the Pressure Distribution Component Manual (Version 2.0) SBD-10706-P (N 01-01R. 10/12) Table 1: System Design Specifications Sanitary Permit Number Number of Bedrooms 3 Design Flow (GPD) 450 Soil Absorption Component Size (sq. ft.) 456 Septic Tank Capacity Gal. 1000 Pump Chamber Capacity Gal. 800 Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow-Peak (GPD) 450 450 Max. Influent Particle size NA 1 /8 Inch Maximum BOD 5 (mg/1) NA 220 Maximum TSS (mg/1) NA 150 Maximum FOG NA 30 Table 3: Maintenance Schedule Septic Tank Inspect and/or service once every three years Outlet Filter Should inspect at the time of tank servicing. Pump Chamber Inspect at every septic tank servicing. Soil absorption Component Flush laterals every 18 months. Page 8of 8- 2 of 3 Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under sec. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed by inspection per Table 3 of the maintenance schedule. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Pump Chamber Note: This sanitary systems effluent filter is located in the pump chamber accessible above the pump. The pump chamber also requires monitoring and should be inspected when the septic tank receives inspection or the time of problem, complaint or failure. Inspection should include checking the dose rate, volume and frequency. Warning: The dose chamber may fill due to flow continuing during pump malfunction or power outages. One large dose when the power comes on or when the pump is repaired may cause the dispersal system to have problems. In this situation, the pump chamber should be pumped by a licensed pumper before pump cycling begins or other measures shall be used to dose the component with only the proper amount of influent. This may include manual operation of the pump controls until such time the pump chamber has reached its normal level. Septic tank and Pump chamber risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry to the tank Warning: No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment or holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be accordance with SPS 383.33, Wis Adm. Code when the tank is no longer used as a POWTS component. Page 8of 8- 3 of 3 Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every 3 years. Lateral turn ups are provided at the ends of the laterals for the purpose of flushing the lines of any solids. Flushing these lines should be done every 18 months. The inspection shall include recording levels of ponding, if any, in the observation pipes, and visual inspection for any evidence of surface discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, clogging of the soil. Planting of deep rooted trees and shrubs directly over or within 10 feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. Contingency Plan In the case of septic or dose tank component damage, measures shall be taken to repair or replace the tanks to there original operating condition. Upon failure of the distribution cell component, the system shall be inspected to determine the cause of failure. Steps taken to repair or replace the mound may involve the removal of a bio-mat, which would require cleaning or replacement of the distribution network as well as replacing the rock and clogged portions of the sand fill. Component Owners Contact List Walter Nechville Plumber MPRS# 227710 (715) 749-3322 St. Croix County Zoning (715) 386-4680 Septic Pumper Powers Sanitation 715-246-5738 ON ,Si'T~" U~ls'~~iC~9-i iv,v c(J/ J'i,t-r T/loM~/JSo,✓ ~ f~ssT, ~c~,t~i;vG-- ,~D~' - 9 - 1 3 - Cl 1 Wisconsin Lrpartmentof Industry, SOIL DESLMPTION REPORT safety a Builurngs Division Labor and Human Relations P.O. Box 7969 (Attach Soil Profile Location Map - To Scale - On A Separate, Signed Sheet) Madison, WI 53707 ' s f/r, e r.. Sz 1411'6 f~/.tl 51 i-Z t /OffA1 Page f of u tourer Name 715- Soil Evaluation Data unent Lan Use or vegetative Covet Parenviviatena s 9 ,4c,'rf t- Ti _2 so 9 13 - I F/ G~9 - ~iP~ s S u~e~,ro c~E~ tle~ c,C s.~tivs~vN Customer AddIx"' J ~%C Lr ~s0 M Estimated Shallowest rou water Plain Elevation 15 cry 5yo/ 7 N, ,4- County `T G'OeO" x ax araystem Loa 6y tt in a ons Per Q. ft. Per Day Lot Legal Description System sometry an Dept S.ape an Aspect . ~t/E NE Sc'C, Z ?"24,v 'e if 7oGr/ ✓ a` 4/1je&A M n u a ~ - _2 Pa 5 TE~el-l Horizon Depth Dominant Color Mottles Structure Remarks: clayskins Loading In. Munsell u. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Roots Boundary ores H and other GPD/ft.) CI - /0 t//Z 312- 7~ S / l s6K iin v 1',e z uyr C w • 3 Yee 5 z f c 516 ZLa Sc/ 3f r/e uti i C N- 16- s~o oar s f3 a 3y /G ¢ T 2711- 00- 5~ a sti N~~E C40 o y s Y/2 -1-/G 51YR P%Cn s f 5 R C~ vE 7 D ko C ~G7 . ~ Yrrf Tio~ /v0. 70 Horizon -Depth Dominant Color Mottles Structure J - - - Remarks: clayskins Loading In. Munsell u. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Roots Bounda ores H and other GPD/ft.x o-g „ /a Y'e 31-2- 7tv- 5// //w 564 :mot r, f e z L' ~ c w • 3 f-/(, „ /o YX ?-Ze) S/ ~~►J-Ak- v Ile` 2v t ccv . G l~-ai /oye yzp S/ ~„v,s6k ,wtv ~/z 2 of cw t~,'ti ~~,fy G -~ye s rots (3Z 7S Ye, AT 2,7 „ I f5 mt ~12 /M C c</ ' a c} SIR 5,S) '/&f5 2 G-q~ 21 J 4,¢ aC c I I~~ ~fi" ?r6 r j /C' ~/rl T i o~J /00, Z 2 Horizon Depth Dominant Color Mottles y Structure^ Remarks: clayskins Loading In. Munsell u. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Roots Boundary ores H and other ~PD00 g -/o' /D#'o 3/2 /d411, Im, shl~( el~j v fie 2 U f cw . S /0YR '//y /o M 2,.1 Ak "h,, v ~,E' 1 crv B I6-z/ laYA `1a S/ 2M,s6K v><,e / f ~crJ .N ct.~y 7.s YR /fs ,t,, 9,Qu701p- lvf cw . <a o Y~ 7/¢ ye f~ natr f s v ye cF K` rr - - s t.vrE v 1.'~ !i ~ vet T~o.,.• Horizon Depth Dominant Color Mottles v Structure Remarks: clayskins Loading In. Munsell u. Sz. Cont. Color Texture Gr. Sz- Sh. Consistence Roots Bounda ores H and other _GPD/ft.2 FORM - STC - 104 AS BUILT SANITARY SYSTEM REPORT . n OWNER TOWNSHIP SECTION_ L_T_2_LN-R_Zl w ADDRESS/-~$/ l'-7v ST. CROIX COUNTY, WISCONSIN .11 p SUBDIVISION LOT LOT SIZE PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM XV INDICATE NORTH ARROW BENCHMARK:Elevation and description:__m Alternate benchmark SUBDIVISION 4? f": c ~PLAN VIEW a°riow EVERYTHING WITHIN 100 FEET OF SYSTEM ,t t`rr Cni.N CI r ~7 / / O rn f INDICATE NORTH ARROW BENCHMARK:Elevation and c'e• ►,:t _~.t as description: s~L h Alternate benchmark ~~..~c-•e~~f ~4.c'~., ~v- /ten n n / SEPTIC TANK:Manufacturer:- LL!.h C4!3, ~d _ Liquid cap. > Rings used: 4-Manhole cover elev: ' / Final grade elev: y Tank inlet elev.:~ Tank outlet ,elev. : f 9.s°. _3 y No. of feet from nearest road:Front f Side , Rear Ft.~ From nearest prop. line:Front Side , Rear Ft. -7 7 r No. of feet from: Well_ Building: '7 (Include this information in the above plot plan) reference dimensions to septic tank) SEE REVERSE SIDE PUMP CHAMBER Manufacturer: Liquid Capacity: Pump Model: - _2-Z-Pump/Siphon Manufact.: Pump Size Elevation of inlet: __Bottom of tank elevation Pump on elev. ; PY - D 7 Pump off elev.: / Gallons/cycle: S- Alarm: Man.: `.F,,.1 (21 nj Switch Type; Distance from neares ' 7 Location t prop. line: FrontSide Rear Ft. Distance from. Well IS' Building SOIL ABSORPTION SYSTEM Bed: Trench: - Width:~_Length - -Seersage pit: Exist. Grade Elev. Number of Lines: Area Built Proposed Final Grade Elev. Fill depth to top of Pipe: HO° feet from nearest prop. line:Front No. feet from well: - Side 6 Rear_ y D NO. feet from building HOLDING TANK Manufacturer; Capacity: No. } of rings used: Elevation of bottom tank: Elevation of inlet: No. feet from nearest prop. line:Front No. feet from; - ~ Side- , Rear Ft._ Well---_, building Alarm Manufacturer: nearest road INSPECTOR: DATE: PLUMBER ON JOB: ~ LICENSE NUMBER: 6/g0:cj ' I V 1 ~J ~ S f 17.5 ~GEiEr - \ 7y. liplo eci PA - ;I Tor of - Wei I- O/J ct 5 r'~ rr• __---U- f/MUSE 74, /t 114 r~o, d - y - o y /00' O ' ~~W 1 •{~~~0/~O~E:1~ .UCH... ~ - ~ 3 13tu~,-~- /000 Pe-Ec^,sr S pT ie -T-"t u - u'ECit 5 Co.vice&-r.=, 14if ODvc7"S - - - - - - - - - GO ~/E U~1 T~a~S 11016h.StZVC7e 9l •5O ~i `D ~F n, -I r , a T-v~G r' TO sE~nc 7,-t = 9y So L ' Q, j I sti~~ r To 10 SiC; 1 ' % ~G~RcE Mgt/~ s~~, 90 ti~ w Cpucl'~'T~c- in 02 r P~a 9 ~1 SCr~LE : ~ z y0 • • ~Q~4~~c'h~o~ P~'T_s co~N f,~~~1~ p = E X I' S T/,J G-• ~ ,e j DE / ~l } L,V47-1`01y S T-o P t o z S _ _ _ _ - - _Page r Of , /U r `1 -V0() S, s Synthetic Covering Distribution Pipe Medium Sand Sy S7cM •r _LG Cle VA T', Topsoil ' r b % Slope , Bed Of 2' Force Main Plowed Aggregate Layer 1 Cross Section Of A Mound System Using E Z Ft. SI A Bed For The Absorption Area F .75 Ft. W p,GE G 1 Ft. 045 A Ft. H 1-5 Ft. I\Olk' B Ft. ~~J! K Ft. OWRV " ellll~ pF c,pr J Ft. 4 , 4E \ N~~NG T Ft. , EE Goo ce Main W Ft . Observation Pipe 0 - K A i 0 " I Distribution f Bed Of 2 Pipe d Aggregate Observation Pipe df Permanent Markers ~1 - 025 91 Plan View Of Mound Using A Bed For The Absorption Area Y r a t r , ,t _ Page 3 Of -S t~ v Q ~vM E yo,~ 3 o r o~ ~ TUC ~ORc•~- ; s- 0 5u Ps l%Ctc~ ~i4ST' I1~/E • Pcftorated Pipe Octall VA1 v,q i Qti / End Vidw Intl Gop )Pti'lufolcd s` . \r j r.'~. Pvc P;pC ~ao`S QnG/` Holes Located On Bottom, \ Arc Equally Spaced R PVC Forcn Main P PVC Mtlnllold Pipe DislriGution Alternate P00lon Of Pipe j Force Main Lasl Hole Should Be Next TO End Cap End Cop Distribution Pipa Layout P ~ Z Ft. ON~tiTE g~W AG - / X Inches v r, Y ty Inches Signed: Hole.Diameter ~f Inch License Lateral Inch(es) A-~ME,1 E Manifold Z Inches P Force Main Z Inches SSE GoRR~s~ # of holes /pipe (e y , Invert Elevation of Laterals 10 2, Ft. JS T oC,'13P7rio•) PI5e1,1,e6 E APB) E4 C!L Q9% 91_02591 Pi. o_r PUMP CHAMBER CROSS SECTIOM Ati_D 5 ICATIONS - 1 VENT CAP ell 4 'C.I. VENT PIPC (Q~ Q~ WEATFTER rROVED LOCKING > JuNCTION HOLE COVE - 25' FROM DOOR, WINDOW OR FRE5H 12~M1' AIR INTAKE I \ 'r & y 4 T/one GRADE - 0~ ` •I 411 I a~a• Y" Mlh.l. 30 18"MI:_ 6 Co1J - ~lbVIITIOA) \ 111 - 2 INLET PROVIDE I - - y J U, ~s ~ ~ - A I R•f" I G H T SEAL APPR~OVIDE JOIN7 A INS ,f K I I i I APPROVED JOINTS I~ ~(3 I I I I W/C.I. PIPE EXTENDING 3 ALARM EXTENDING OIJTO SOLID 501 L B 1111 LI Q i I I ONTO SOLID SOIL I I 1 I Q c, to h `ply I oN 90.0 E._EV. FT. 1 PUMP OFF Cry vl r/oA) L ( 1 6L0CK / ~KISER EXIT PERMITTED OFJLy IF TANK MANUFACTURER HAS SUCH APPROVAL g SEPTIC E SPECIF ICAT IDkiS DOSE ~vEC~S ~OJC~P~-T i7 3 TANKS MAWUFACT URER: IJUMBER OF DOSES: P F K DAy TANK SIZE: ~Q GALLOIJS DOSE VOLUME ALARM MANUFACTURER: INCLUDIWG BACKFLOW: /SS GALLONS MODEL IJUMBER: _ CAPACITIES: A= 16- INCHESOR ~j00 SWITCH TYPE; ~~"_IE'C u f fors 7 SWITCH 8= Z INCHES OR 3(P GALLONS PUMP MANUFACTURER: 2U>F C =-L S INCHES OR IS S GALLOWS MODEL NUMBER: r2 ~ ~ ~~~B~ ~'c Gy f n D= 17 INCHES OR ~ GALLONS j SWITCH TYPE: /~F_~ <<'~~~ n/IT MOTE.* PUMP AND ALARM ARE TO BE MINIMUM DISCHARGE RATE GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE..lI CO FEET -"AA)k 5T'EGST• f- MINIMUM NETWORK SUPPLE RRESSURE 2.5 rEET 6AU(, ( 0 ✓ f~ + 3d FEET OF FOR I. L/ FT. . / CE MA S IN X FRICTIOW FACT loo Ft. OR.. FEET TOTAL DYNAMIC HEAD FEET INTERNAL. DIMENSIONS OF TA1JK: LEtJ~'T}i ;WIDTH J 7 ;LIQUID DEPTH SIGUED: LICENSE NUMBER: DATE: i i S91-02591 I.L.H.R. 83•;08'(2.) - PROJECT INDEX SHEET 0 w n e r : 61 7/S - 2 yf~ - z,s a Address: ' S yc~r 7 Site Location: N C %f 54~ 6, -2-, (1 cr I~ f ~'6 co,j a F wct k ,PE,c> Project DescripLio:E: S1- GP-0 Y, o0u-.3 T'y L-A c if x(E n3 I-- M o L),,j j) S y S i L~- M 7~2 C X I'S 7y,) 6-- 00 F.' 1P,-1 o0SC wil/ iJ,~:- `/OUG~'~ ;t i(/cw 13t bR M ffOMC` wild Q CU-u S T P UUN p (50,v v ~ 7 , n ~ s ~1 S A S l ~ + r~~ ~ f l L ~ Dr`t• i L ~ LUrf S 7 ~ fc- :~v i S ~.5 ~ r`1 7- 6 Page 1. o~~ I is Page 2. MOUrtD ON & SYSTEM PLAN VIEWS Page 3. PIP= E L LAYOUT Page 4. DOSING CHAMBER CROSS SECTION Page 5. PUMP PERFROMANCE SPECS 2 5 9 1 PLUMBER: DATE: SITL EVALUATER/ DESIGNER S I G N A T U R E SEPTIC PLUMBING CO. 6,'; O'NEIL RD., HUDSON, WIS. 54016 1 ROBERT ULBRIGHT 1 S& MASTER PLUMBER LIC. N0.3307 M.P.R.S. f IN.. INSTALLER & DESIGNER LIC, N0.00663 ~ J S vrt- ~ U ~ 5 S / HEA Dw/ 2 LL i 34 32 71' U R VIE 3p 100- 29 90 - 26 - 65 - - EFFLUENT 24 _9p - ' ' - T MODEL and o 75_ MODEL_ 198 DEWATERI G = 22 ,p _ 165 - - - - - - 20 65- - z 19 _ 60 - - - - - - r J 16 - - - - I-t 50 MODEL O 163 MODEL F- 14 - 45 - - 199 35 - 10 - - - MODEL 30 - - - - 137,139 - 7t-=:-MODEL SEWAGE and 9 25 195 DEWATERING 6 20 - - - - MODEL 15 ' MODEL 161 4 - 97 - - - 2 MODEL - 1W- W 5 53, 55, - 57,40 0 GALLONS 10 20 30 40 50 60 70 SO 80 100 110 '24 - 75 LITERS 0 60 160 240 320 400 FLOW PER MINUTE 20 65 _I I I I I I I I I C) Q 285 W 55 - - - - - - - is U 50 - - - f - - Q 14 +5 i MODEL - - _ 284 12 40- r J MODEL 35 F- - 10 293 - - - ( l . ' _ . i - - - Q MODEL 30 294 9 25 MODEL 6 20 - - _ 292 i 15 - _ 10 - MODEL ~ - 4 rlf.Jii. i✓ r 2 --267, 266 ° 3280 Old Millers Lane GALLONS tp 20 30 40 50 60 70 90 80 100 110 12U 130 140 150 160 170 190 180 PO. BOX 16347 - i--; - Louisville, Kentucky 40216 LITERS 0 90 160 240 320 40U 490 560 640 720 (502) 778-2731 - - FLOW PER MINUTE 9 025 91 ...~._,~ifr'r14I r rr. T~..•.... "++,w97--" --..».r..-- Cast r/ .---~_-..o1 ~y ~yyer y~y ~✓eti 3 r HEAD CN TS/CMIN / • Auto rnatic or Non-AutomatlC Fear Marers Gal. Ltn. 5 1.52 57 :16 1 • H. P.. 1 Ph., 115V or 23011 10 3.05 51 193 . Non-clogging vortex irnpaller d~aign r 15 4.57 43 163 y1 L ' L' zo 6.10 27 104 Passes - s sphere). • 1':•" NPT discharge. atg Lock v9iva: 24.5 c` . Float oPcrated submersible (NOMf F) ~(11ecll= anical switch. " 97 susiu► sc-2225 * Automatic reset thermal overload protection. listed f^- Stainless steel screws, guard, handle and arm and seal assembly. o Watertight neoprene 17" ring between motor and PUmP housing. Csn,.Jwn SwnaarOs SH Aasoc. APPrural MY6~IYUIY N97, non-autunlaric, aYnilaule Pach~yud WWI it P;y9yDack mercury Goal swirGn.