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Home My WebLink About2001- Septic system info (� RQ J 'S,'“) f I tu.N S 333 East Main Street P.O.Box 388 rf 1 43'�%—�%— ' ' :1111111.V gMUiAM j ' ' Elk River, MN 55330 (763)441-7509 (800)554-7509 Fax:(763)441-9176 ECO SYSTEMS ENGINEERING,INC. e-mail:h2olab@lkdllink.net Date: 5/19/01 Guillaume& Lillian Bastiaens 625 North Ferndale Rd. Wayzata, MN 55391 Re: Changes to sewage treatment system 9/29/00. Please note the following changes to the proposed sewage treatment system. 1.)The requirement for an Orenco effluent filter has been changed to an Orenco Biotube pump vault model PVU57-1819. 2.)The requirement for a Goulds pump model#3885-E0718H has been changed to an Orenco pump model#P500712, 3/4hp, 220V. 3.)The requirement for five fiberglass riser lids has been changed to three each insulated fiberglass lids. The first septic tank shall have one riser with fiberglass lid, the second tank shall have two risers with fiberglass lids. 4.)Orifice sizing has been changed to 3/16", and spacing is changed to 3.5'. Orient the orifices upward to direct the spray against the top of the chamber. Place one orifice at the bottom of each lateral nearest to the manifold to allow drainage of the laterals. 5.)Orifice shields have been removed. 6.)Drainfield rock has been changed in favor of Infiltrator Brand chambers. ** See attached spreadsheets and drawings for additional construction details. Limitations-Our investigation, layout, design, and recommendations are based on data submitted. If conditions considerably different from those described in this report are encountered, we must be notified. If proposed construction is changed, we must be notified to evaluate the effect of the changes on the wastewater system. Any changes to the design must be approved by the designer and will be assessed additional design costs. If changes are made to the design without the knowledge and approval of the designer the design shall be void. All construction is to be in accordance with the ISTS regulations. Pipe type and size, installation requirements, septic tank construction, and other specifications not depicted in our report are to conform to ISTS regulations. The installer of the system is to be licensed by the Minnesota Pollution Control Agency. ,1"7:ze„_.fr, --jc----,- ----r=>-7,r..e_— Kevin J. Kloeppner Eco Systems Engineering License#208 05/21/01 Page 1 DESIGN PARAMETERS Flow Estimated GPD = 750 gallons Septic Tank Volume = 2250 gallons Depth to Restricting Layer= >62 inches Percolation rate = 20 mpi Soil Sizing Factor = 1.67 sq.ft./gpd Land slope = 0 % DRAINFIELD REQUIREMENTS Infiltrator Model = Standard Sidewinder Chamber Equivalent Rock Depth = 6 inches Reduction Factor= 0 % Trench Bottom Area = 1253 square feet Lineal Feet = 418 feet Number of Trenches = 5 each Length of Trenches = 84 feet Number of Infiltrator Sections = 13 per trench PUMP CALCULATIONS Gallons Per Minute Requirement Minimum In-Line Pressure/Ft. = 1 feet Orifice Diameter= 0.187 inches Spacing of Perfs in Laterals = 3.5 feet Diameter of Manifold = 2 inches Length of Manifold = 24 feet Length of Supply Line = 185 feet Diameter of Supply Line = 2.0 Inches Minimum Gallons per Minute = 50 gpm Head Loss Summations Supply Line Friction Loss = 4.0 feet Manifold Head Loss = 0.1 feet Lateral Network = 0.4 feet Discharge Assembly = 5.0 feet Lift to Manifold = 9.8 feet Total Head Losses = 19 feet Dose Volumes Volume of Manifold = 4 gallons Volume of Laterals = 71.0 gallons Minimum Dose Volume = 31.3 gallons Volume of Supply Line= 32.2 gallons Total Dose Volume = 139 gallons 05/21/01 Page 2 Chart of Lateral Diameters and Perforation Sizing for Level Laterals Network Trench Trench Lateral Pert Number Loading Trench Percent In-Line Perforation Perforation Lateral Friction Friction Lateral Volume Lateral Invert Length Width Length Spacing of Rate Loading Total Pressure Diameter Discharge Discharge Loss per Loss per Diameter of Laterals Number E (Eeet) (Feet) fleet) (Feet) Peds (aod/ft21 (cod) Loading (Feet) (Inches) Rate(gom) Rate(apm) Lateral Manifold (Inches) ittgallons 1.00 94.40 84 3.00 82 3.5 24.0 0.60 150.0 20.0 0.90 0.187 0.411 10.00 0.07 0.01 2.00 14.21 2.00 94.40 84 3.00 82 3.5 24.0 0.60 150.0 20.0 0.90 0.187 0.411 10.00 0.07 0.01 2.00 14.21 3.00 94.40 84 3.00 82 3.5 24.0 0.60 150.0 20.0 0.90 0.187 0.411 10.00 0.07 0.01 2.00 14.21 4.00 94.40 84 3.00 82 3.5 24.0 0.60 150.0 20.0 0.90 0.187 0.411 10.00 0.07 0.01 2.00 14.21 5.00 94.40 84 3.00 82 3.5 24.0 0.60 150.0 20.0 0 30 0.187 0.411 1000 0.07 0.01 2.00 14,21 Totals 418 408 120.0 750.0 100.0 4.50 50.00 0.35 0.07 71.03 05/21/01 Page 3 Friction Loss in Plastic Pipe Nominal Pipe size: 0.75 1.00 1.25 1.50 2.00 2.50 3.00 4.00 Inside Pipe Diameter: 0.810 1.050 1.380 1.610 2.067 2.470 3.070 4.030 Gallons in 100 Ft : 2.68 4.49 7.77 10.58 17.43 24.87 38.40 66.10 G.P.M. 6 7.53 2.13 0.56 0.27 0.08 0.03 0.01 0.00 8 12.83 3.63 0.96 0.45 0.13 0.06 0.02 0.01 10 19.38 5.48 1.45 0.69 0.20 0.09 0.03 0.01 12 27.16 7.68 2.03 0.96 0.28 0.12 0.04 0.01 14 36.12 10.22 2.70 1.28 0.38 0.16 0.06 0.01 16 46.24 13.08 3.46 1.63 0.48 0.20 0.07 0.02 18 57.49 16.27 4.30 2.03 0.60 0.25 0.09 0.02 20 69.87 19.77 5.23 2.47 0.73 0.31 0.11 0.03 22 83.34 23.58 6.24 2.95 0.87 0.37 0.13 0.03 24 97.89 27.69 7.33 3.46 1.03 0.43 0.15 0.04 26 113.52 32.11 8.50 4.01 1.19 0.50 0.17 0.05 28 130.20 36.83 9.74 4.60 1.36 0.57 0.20 0.05 30 147.92 41.85 11.07 5.23 1.55 0.65 0.23 0.06 32 166.68 47.16 12.48 5.89 1.75 0.73 0.25 0.07 34 186.47 52.75 13.96 6.59 1.95 0.82 0.29 0.08 36 207.26 58.64 15.51 7.33 2.17 0.91 0.32 0.08 38 229.07 64.80 17.14 8.10 2.40 1.01 0.35 0.09 40 251.87 71.25 18.85 8.90 2.64 1.11 0.39 0.10 42 275.66 77.99 20.63 9.75 2.89 1.21 0.42 0.11 44 300.44 84.99 22.49 10.62 3.15 1.32 0.46 0.12 46 326.19 92.28 24.41 11.53 3.42 1.44 0.50 0.13 48 352.91 99.84 26.41 12.48 3.70 1.55 0.54 0.14 50 380.59 107.67 28.48 13.45 3.99 1.68 0.58 0.15 52 409.23 115.77 30.63 14.47 4.29 1.80 0.63 0.17 54 438.83 124.15 32.84 15.51 4.60 1.93 0.67 0.18 56 469.37 132.79 35.13 16.59 4.92 2.07 0.72 0.19 58 500.85 141.69 37.49 17.71 5.25 2.21 0.77 0.20 60 533.27 150.86 39.91 18.85 5.59 2.35 0.82 0.22 62 566.62 160.30 42.41 20.03 5.94 2.50 0.87 0.23 64 600.89 169.99 44.97 21.24 6.30 2.65 0.92 0.24 66 636.09 179.95 47.61 22.49 6.67 2.80 0.97 0.26 05/21/01 Page 4 Materials List Septic Tank(s) Proposed Tanks Eulls 1250 gallon septic tank. EulIs 1000 gallon septic tank. Existing Tank(s) 0 capacity of existing tank 3 ea. F12412-4B, Orenco Fiberglass Lid, 24" W/2" Insulation 1 ea. Orenco Screened Pump Vault# PVU57-1819 1 ea. 2.0" Loose Grommet, Orenco 1 ea. Camlock 1 ea SB4, Orenco Splice Box, W/4 cord grips 1 ea. 1.25" Loose Grommet, Orenco 1 ea. Orenco MVP-S1 PTRO 1 ea. P500712, Orenco Effluent Pump, 3/4hp, 220v 1 ea. Pawarranty, 5 yr Drainfield Components Infiltrator Model: Standard Sidewinder Chamber 67 sections of chamber 616.5 feet of 2" sch 40 pv s � SEPTIC SYSTEM APPROVAL iO ORONO COPY ORONO COPY ORONO COPY v; CITY of ORONO 41/,/ Municipal Offices Net NG. Street Address: Mailing Address: kEgg0�' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner6u Nur/1c d-`r/h,9' -8 45-fke is Phone (Home)k 75-0560 (Work) — Address b25 reneth .e- Ron NV City h/qy2,4-+-,4- State Mn) Zip 5539 I Site EvaluatorCeo Spf-e 015 State License# 2 Q g Phone# (6i2)Nq i- 7509' Type of Establishment: Single Family X Multi Family Commercial /V o Garbage Disposal Yes X No No. Potential Bedrooms 5 Est. Gallons Per Day 750 Water Meter Required: Yes_ No X Soil Sizing Factor 1, b 7 se(f/9 pd Perc Rates P-1 6,117 P-2 2 P-3 P-4 P-5 P-6 P-7 Restricting Layer Depth B-1 611"i B-2 61I' B-3 60" B-4 B-5 B-6 Type of Treatment System: Standard X Experimental Alternative Pressurized Mound System At-Grade System Gravity Trenches System Pressurized Trench System X (r}Nc1 r Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size i2co//000 #of Tanks 2 Lift Tank Size 125 O Pump Brandt / 3/4 4GPM ti C Head ' h�� Treatment System: 0` ' 0e7,3 Minimum / Square Feet with 6 inches of rock below pipe Type of covering Fabric X Other THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector(249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever. ACCEPTED X DENIED By the City of Orono subject to existing regulations and the following conditions: Pomp, Cr s;, 1- Fri! , An c eta . , fo d a7 us t h1 at"r&i/6-14) by des?(viy✓I w i vl iot)rl /- 1 m i v6wi u w, set-km.c Kr v:s' . ds': BY: 0440 Peth.cA) to-Zit-00 Chris Pence, On-Site Systems Manager Mir INCREASE PRIMER 1111110916111114SMIS Tin 00141t Telephone(612)249-4600 • Fax(612)249-4616 • ONSITE WASTEWATER TREATN1I_ANT SYSTEN'i 625 NORTH FERNDALE ROAD CITY OF WAYZATA HENNEPIN COUNTY, MINN€SOTA PREPARED FOR GUILLAUME & LILLIAN BASTIAENS ? PREPARED BY Ego se<s7 1s 91zEE ' ELK RIVER, MN 55330 September 29, 2000 6'/2 /7'62 176-- o 6-o 333 East Main Street P.O. Box 388 �``F Elk River, MN 55330 4Ija (612)441-7509 (800)554-7509 ECO SYSTEMS ENGINEERING,INC. Fax: (612)441-9176 Date: 9/29/00 Guillaume& Lillian Bastiaens 625 North Ferndale Rd. Wayzata, MN 55391 Re: Proposal for an new onsite sewage treatment system.. Current Conditions-The current configuration for the home septic system consists of three separate sewer systems as there are three separate sewer mains exiting the house at different locations. The three septic systems are comprised of four cesspools with small drainfields. Cesspools do not comply with State and Local codes. The system that exists on the West side of the property emits sewage at the surface, causing a health threat. City ordinance requires systems to be upgraded within ninety days if a health threat exits. Special Considerations-The sewer main that currently exits the home on the West side must be rerouted and connected to the basement floor drain that exists within an enclosed area where the well pressure tank and water softener are located. The basement floor drain exits the house at the Northeast side where new 4"schedule 40 pvc piping will be connected and routed to the new septic tanks. The sewer main that exits the South side of the home must also have new 4"schedule 40 pvc pipe connected and routed to the new septic tanks. Description of Onsite Wastewater System- System Sizing-The sewage treatment system is designed for a five bedroom home. Primary Treatment-One 1,250 gallon septic, one 1000 gallon septic tank. Secondary Treatment-Orenco Biotube effluent filter with level alarm installed at the outlet of the 2nd septic tank. Final Treatment- 1,250 gallon lift tank with pump discharging to 1,252 square feet of drainfield. Drainfield- 5 ea. 84' long x 3' wide level pressure dosed trenches with 2" laterals. Orifice shields placed below each orifice. Ball valves and valve boxes installed at the end of each lateral. Dosing Method- Drainfield will be pressure dosed with timed cycles with a control panel. Soil Conditions- The property is located within an area that is mapped as Hayden Loam according to the Hennepin County Soil Survey. Soil borings performed on the property revealed the depth from the surface to the seasonal high water table to be greater than 60"(see enclosed boring logs). Soil texture is fine sandy loam over a clay loam, soil sizing factor is 1.67 sq. ft./gpd, slope is 0%. Limitations-Our investigation, layout, design, and recommendations are based on data submitted. If conditions considerably different from those described in this report are encountered, we must be notified. If proposed construction is changed, we must be notified to evaluate the effect of the changes on the wastewater system. Any changes to the design must be approved by the designer and will be assessed additional design costs. If changes are made to the design without the knowledge and approval of the designer the design shall be void. Guillaume& Lillian Bastiaens page 2 of 2 All construction is to be in accordance with the ISIS regulations. Pipe type and size, installation requirements, septic tank construction, and other specifications not depicted in our report are to conform to ISTS regulations. The installer of the system is to be licensed by the Minnesota Pollution Control Agency. /1 A Kevin J. Kloeppner Eco Systems Engineering License# 208 10/06/00 Page 1 DESIGN PARAMETERS Flow Estimated GPD = 750 gallons Septic Tank Volume = 2250 gallons Depth to Restricting Layer = >62" inches Percolation rate = 20 mpi Soil Sizing Factor = 1.67 sq.ft./gpd Land slope = 0 Trench Bottom Area = 1252 sq ft Depth of Rock Below Pipe = 0.5 feet PUMP CALCULATIONS Gallons Per Minute Requirement Minimum In-Line Pressure/Ft. = 1 feet OrifiCe Diameter = 0.218 inches Spacing of Perfs in Laterals = 4 feet Diameter of Manifold = 2 inches Length of Manifold = 24 feet Length of Supply Line = 185.0 feet Diameter of Supply Line = 2.0 inches Minimum Gallons per Minute = 59 gpm Head Loss Summations Supply Line Friction Loss = 7.4 feet Manifold Head Loss = 0.1 feet Lateral Network = 0.5 feet Discharge Assembly= 6.9 feet Lift to Manifold = 9.8 feet Total Head Losses = 25 feet Dose Volumes Volume of Manifold = 4 gallons Volume of Laterals = 71.5 gallons Minimum Dose Volume = 20.0 gallons Volume of Supply Line= 32.2 gallons Total Dose Volume = 128 gallons 10/05/00 Page 2 Chart of Lateral Diameters and Perforation Sizing for an Non-Level Laterals Network Trench Trench Lateral Perf Number Loading Trench Percent Lateral Invert Length Width Length Spacing of Rate Loading Total Number Elevation (Feet) (Feet) (Feet) (Feet) Perfs (gpd/ft2) (glad) Loading 1.00 104.32 84.00 3.00 82.0 4 21 0.60 150.9 20.1 2.00 104.32 84.00 3.00 82.0 4 21 0.60 150.9 20.1 3.00 104.32 84.00 3.00 82.0 4 21 0.60 150.9 20.1 4.00 104.32 84.00 3.00 82.0 4 21 0.60 150.9 20.1 5.00 104.32 84.00 3.00 82.0 4 21 0.60 150.9 20.1 Totals 420.00 410.0 105 754.5 100.6 In-Line Perforation Perforation Lateral Friction Friction Lateral Volume Lateral Pressure Diameter Discharge Discharge Loss per Loss per Diameter of Laterals Number (Feet) (Inches) Rate(gpm) Rate(gpm) Lateral Manifold (Inches) in gallons 1.00 0.90 0.218 0.558 11.72 0.09 0.02 2.00 14.29 2.00 0.90 0.218 0.558 11.72 0.09 0.02 2.00 14.29 3.00 0.90 0.218 0.558 11.72 0.09 0.02 2.00 14.29 4.00 0.90 0.218 0.558 11.72 0.09 0.02 2.00 14.29 5.00 0.90 0.218 0.558 11.72 0.09 0.02 2.00 14.29 Totals 4.50 59 0.47 0.10 71.46 10/05/00 Page 3 Friction Loss in Plastic Pipe Nominal Pipe size: 0.75 1.00 1.25 1.50 2.00 2.50 3.00 4.00 Inside Pipe Diameter: 0.810 1.050 1.380 1.610 2.067 2.470 3.070 4.030 Gallons in 100 Ft : 2.68 4.49 7.77 10.58 17.43 24.87 38.40 66.10 G.P.M. 6 7.53 2.13 0.56 0.27 0.08 0.03 0.01 0.00 8 12.83 3.63 0.96 0.45 0.13 0.06 0.02 0.01 10 19.38 5.48 1.45 0.69 0.20 0.09 0.03 0.01 12 27.16 7.68 2.03 0.96 0.28 0.12 0.04 0.01 14 36.12 10.22 2.70 1.28 0.38 0.16 0.06 0.01 16 46.24 13.08 3.46 1.63 0.48 0.20 0.07 0.02 18 57.49 16.27 4.30 2.03 0.60 0.25 0.09 0.02 20 69.87 19.77 5.23 2.47 0.73 0.31 0.11 0.03 22 83.34 23.58 6.24 2.95 0.87 0.37 0.13 0.03 24 97.89 27.69 7.33 3.46 1.03 0.43 0.15 0.04 26 113.52 32.11 8.50 4.01 1.19 0.50 0.17 0.05 28 130.20 36.83 9.74 4.60 1.36 0.57 0.20 0.05 30 147.92 41.85 11.07 5.23 1.55 0.65 0.23 0.06 32 166.68 47.16 12.48 5.89 1.75 0.73 0.25 0.07 34 186.47 52.75 13.96 6.59 1.95 0.82 0.29 0.08 36 207.26 58.64 15.51 7.33 2.17 0.91 0.32 0.08 38 229.07 64.80 17.14 8.10 2.40 1.01 0.35 0.09 40 251.87 71.25 18.85 8.90 2.64 1.11 0.39 0.10 42 275.66 77.99 20.63 9.75 2.89 1.21 0.42 0.11 44 300.44 84.99 22.49 10.62 3.15 1.32 0.46 0.12 46 326.19 92.28 24.41 11.53 3.42 1.44 0.50 0.13 48 352.91 99.84 26.41 12.48 3.70 1.55 0.54 0.14 50 380.59 107.67 28.48 13.45 3.99 1.68 0.58 0.15 52 409.23 115.77 30.63 14.47 4.29 1.80 0.63 0.17 54 438.83 124.15 32.84 15.51 4.60 1.93 0.67 0.18 56 469.37 132.79 35.13 16.59 4.92 2.07 0.72 0.19 58 500.85 141.69 37.49 17.71 5.25 2.21 0.77 0.20 60 533.27 150.86 39.91 18.85 5.59 2.35 0.82 0.22 62 566.62 160.30 42.41 20.03 5.94 2.50 0.87 0.23 64 600.89 169.99 44.97 21.24 6.30 2.65 0.92 0.24 66 636.09 179.95 47.61 22.49 6.67 2.80 0.97 0.26 10/06/00 Page 4 LIFT TANK SIZING Lift Tank= Eulls 1250 gallon septic tank. 1. Determine Surface Area Rectangle area= L x W = 9.50 x 5.00 = 48 sg ft. 2. Calculate Gallons Per Inch Area x 7.5/12= 47.5 x 7.5/12= 29.7 gallons/in. 3. Calculate Total Volume of Tank Capacity(Inside Bottom of Tank to Inlet Invert) 43 inches x 29.7 gallons/inch = 1277 gallons 4. Calculate Total Unusable Tank Capacity A. Inside bottom of tank to top of pump= 12.0 inches B. Convert to gallons, 31 inches x 30 gallons/In. = 356.3 gallons 5. Calculate Total Usable Tank Capacity A. Distance between top of pump and inlet invert= 31.0 inches B.Convert to gallons, 31 inches x 29.7 gallon/inch = 920 gallons 6. Calculate Gallons Per Dose A. Minimum Dose Volume= 20 gallons B. Liquid volume of supply pipe= 32 gallons C.Volume of laterals and manifold = 71 gallons D. Volume of all piping = 104 gallons Total dose volume= 135 gallons 7. Dose volume in inches = 4.5 inches 8. Reserve Capacity= 712.5 gallons 9. Set Floats A. Inside bottom of tank to Redundant Off Float= 14.0 inches B. Inside bottom of tank to Timer On Float= 16.0 inches D. Inside bottom of tank to High Level Alarm = 40.0 inches 10. Set Timers A. Number of Minutes On = 2.41 B. Number of Minutes Off= 57.59 10/06/00 Page 5 Partial Materials List Septic Tank(s) .ea. 1250 Gallon Septic Tank k ,� 1 ea. 1250 Gallon Lift Tank 4 ea. FI2412-4B, Orenco Fiberglass Lid, 24" 1 ea. MF3A, Orenco Mercury Float Assembly (YG, R,W) 1 ea. Orenco MVP-S2PRO Control Panel 1 ea. Goulds Model 3885-E0718H, 200V, 3/4hp pump 1 ea. 1.25" Loose Grommet, Orenco 1 ea. 2.0" Loose Grommet, Orenco 12 Feet 24" Dia. Heavy Duty Corrugated PVC 1 ea. SJ Rhombus Tank Alert 2 Drainfield Materials 619 Ft of 2" Schedule 40 PVC 110 Ft of 4" Schedule 40 PVC 105 Orifice Shields, Orenco 2" 5 ea. 1.5" Ball Valves 5 ea. Valve Boxes Soil and Rock Materials for Drainfield 69.50 Cu/Yds of Rock n�`yu,,1,,s of the solum ranges from 20 to 48 clay loam subsoil are exposed in cultivated t is commonly 28 to 36 inches. The Ap fields. t00 is very dark gray to dark grayish brown. In Included in mapping were a few patches of Dalbo stated areas the Al horizon is 3 to 5 inches soils. There are areas of Dundas and Cordova soils inj is black or very dark gray. The A2 hori- in shallow drainageways. Areas of Glencoe soils ,,ere present, is 3 to 3 inches thick and is were also included in the few scattered depressions. gray to grayish brown. The 82 horizon Most areas of this soil are in permanent pasture Sarklly is dark yellowish brown but is yellowish or woodland. This soil is good cropland and is suited ind olive brown in places. The B2 horizon has to all crops commonly grown in the county. The hazard et ed increase in clay content as compared to the of erosion is severe. Good management is required 1dt,0n The finest textured part of the B hori- to reduce erosion and runoff. (Capability unit ta.tt5 from 22 to 35 percent clay but is typi- IIIe-1; woodland group 1; building site group 5) 17 .5 to 33 percent clay. Sand content ranges Sp to 45 percent, with 25 to 50 percent of the Hayden loam, 12 to 18 percent slopes (HbD) .--This fraction coarser than fine sand. The C horizon hilly soil occupies 2-acre to 15-acre, irregularly ns 18 to 24 percent clay and 35 to 50 percent shaped areas on hillsides and knolls. Slopes are High-chroma mottles are common throughout the typically 60 to 125 feet long. Some areas are on beg :on. In some areas there are iron oxide con- the side slopes of low hills, and slope is mainly ions. In the eastern part of the county, there in one direction. Slopes are in several directions, • a IIC horizon of reddish-brown loamy or sandy however, in most areas. This soil has a profile fol at a depth of 4 to 20 feet. The A horizon similar to that described as representative for the slightly acid to neutral. The B horizon is medi- series, except that the surface layer is dark gray- acid to neutral. ish brown and is much lighter colored when dry. isyden soils are not so fine textured as the There are a few scattered exposures of the dark- lar Erin soils. They are finer textured through- brown clay loam subsoil. The surface layer and the the profile than the associated Heyder soils. subsoil are commonly thinner than those in the pro- n soils are not mottled in the B2 horizon as file described as representative for the series. the associated Nessel soils. They are finer Included in mapping were small patches of Dalbo textured and lower in content of gravel and cobble- soils that occupy convex positions. Areas of Dundas than the similar Kingsley soils and have a and Cordova soils occupy shallow drainageways and Utter colored Ap horizon than the associated depressions. Utter soils. Most areas of this soil are in permanent pasture or woodland. The hazard of erosion severely limits Hayden loam, 2 to 6 percent slopes (HbB) .--This the use of this soil for cultivated crops. If /mtly undulating soil occupies 2-acre to 15-acre, common management practices are used, intertilled itngularly shaped areas on knolls and hillsides. crops should be grown only occasionally. This soil flees are 75 to 125 feet long. The slope in most is better suited to hay and pasture than to most flues is in several directions. This soil has the other crops. (Capability unit IVe-1; woodland group $iflle described as representative for the series, 1; building site group 5) Included in mapping were a few, small, eroded Pitches of soils that have a surface layer of dark- Hayden loam, 18 to 24 percent slopes (HbE) .--This taws clay loam. Also included were a few patches steep soil occupies 2-acre to 10-acre areas on hill- 4 Delbo soils that have convex slopes. Included in sides. Slopes are commonly 50 to 100 feet long and mit, concave drainageways were areas of the poor- are broken by shallow downslope drainageways. This :4 drained Dundas and Cordova soils. A few scattered soil has a thinner surface layer and subsoil than sagressions contain areas of Glencoe soils. those described as representative for the series. The main management needs are control of erosion Included in mapping were a few, small, 2-acre to mel maintenance of tilth. The hazard of erosion is 3-acre, gentle crests and side-slope benches. **rate. This soil is well suited to all crops Most areas of this soil are in permanent pasture ` only grown in the county. If management is good, or woodland. Steepness of slope severely limits its Its soil is suited to row crops nearly every year. use for common farm crops. If not protected by tamability unit IIe-1; woodland group 1; building plant cover, this soil erodes rapidly. It is diffi- lite group 5) cult to operate machinery on the steep slopes. This soil is most productive when managed for grazing den loam, 6 to 12 percent slopes (HbC) .--This or woodland or maintained in its natural state for ung soil occupies 2-acre to 15-acre, irregularly recreational use and for wildlife habitat. (Capabil- 11+?ed areas on hillsides and knolls. Slopes are ity unit VIe-1; woodland group 1; building site • °4111D^IY 75 to 125 feet long. In most places the group 5) 1` Itoe IS in several directions. This soil has a file similar to that described as representative Hayden clay loam, 2 to 6 percent slopes, eroded if the series, except that the surface layer is (HcB2) .--This gently undulating soil occupies 2-acre vi LTayish brown and is much lighter colored when to 15-acre, irregularly shaped areas on knolls and A few scattered patches of dark yellowish-brown hillsides. Slopes are 75 to 125 feet long. In most 37 OHENNEPIN COUP`+ ' Joins sheet 36) Ii''. Hbf3 _ R. '3 W. R. :' HbD ea bC ./ / HbC — Hb R. N Ha i m lib o. ` 9 HdF Ha �iQ4HbD • [Mooney /- AI HbD bD Hcc1 HID HeC1 H � C.,:-"..\\ 5161 Ii.- H 4613 E frco,_, � �� _ Hr,C? 41144'941;}{b , N0Z e ,,,,o . (.._, Ha): NcC2 HcC2 ,j HcD2 m �b� elk�. Ne6 HbB '\ Ith el101111 He D2 ® HcD HID HbD HcC2 HbD H% HID .j HcE2 A HcD2 �� •,C v ••.',,ialk if HID ��, Ma at _ Pm • Hc02 r Ma r le F� c Ma ' HbD '' Gc 1 HbD a►d ` HcD2 Hbe Lala .. Du� I. ' Long Lake I HdF� f1eE Ma IP HbD 4 419166 A \ ORO • Du HbC HdF � ' A o A HbD HbC I HbE A. (��"�D Ftp HIE �® d e �Oi.Mill" yr Q HcC2 IP • HbD �/ 613 HIE C 6e I 6. i HbC .._--0,-, Gc GcFn�60 Ha ik I v' •�7 HbC sqs BuD iti: j mi \ HIC • Hb6 of a � t HbD A ix, igrc , �\Gc HID _ '��rr �oO HIC HbD Gc 1111,1, \A 40 -... Pa I HbD o`R�Pa HbC BuD Pa l7 •I c ' \ A A G'c 11444 —�° la • ` r BuD Pa 1/Z I, A EnE - ti-- ��" /� Gc 4'P ® EnC _ G Has EsF Ma ZO Bo -----------(00. � � M a � •� I ' HbD HdF I Hb_^ Cu oG -�n G HbC to Ma \iinimilotit.AEtB -� � r10 C.—.) HbC 2 KkC �O 00? � Et6-.14,1/4 Iiiiiior A BuC o� EnD Ma � Ma sop No .„.. 1.1.* no,GTOor___26,4 imporni. i Ha 45 ou O ( _._ i5 Ma En EnD HbCa&117 ,,NI„,,,,..,t ,,,), ,'-'1<-1 r BuC ' \ u' N bEri Ma yam EtA \ftilliliP'BuC 1/'BuB Ma\\,� bC Ma HbC_ c.,......„ HdF 9 i SaE SaE 11( j HdF HbC Pkauey EtB `� Fd fake BuC Browns Bay HbC Lc BuB Fd/ B uBlir (Joins sheet 52) — BuC ( — — 333 East Main Street P.O. Box 388 Elk River, MN 55330 Aalir _____ (612)800 4414- lit -7509 ( ) 545441:5 7509 ECO SYSTEMS ENGINEERING,INC. Fax: (612)441-9176 LOG OF SOIL BORINGS Last name: BASTIAENS File number: SOOH010 First name: GUILLAUME & LILLIAN Address: 625 NORTH FERNDALE RD. City: WAYZATA Zipcode: 55391 County: HENNEPIN Legal: Auger type: 3" OPEN BUCKET BORING#01 Seasonal water table: NOT OBSERVED Water table: NOT OBSERVED 0-12"VERY DARK GRAYISH BROWN(10YR 3/2)VERY FINE SANDY LOAM;WEAK,MEDIUM,SUBANGULAR BLOCKY STRUCTURE;VERY FRIABLE CONSISTENCE 12-18"BROWN(10YR 4/3)VERY FINE SANDY LOAM;WEAK,MEDIUM,SUBANGULAR BLOCKY STRUCTURE;VERY FRIABLE CONSISTENCE 18-36"DARK YELLOWISH BROWN(10YR 4/4)CLAY LOAM;COMMON GRAYISH BROWN(10YR 5/2)FINE SAND COATINGS; COMMON VERY DARK GRAYISH BROWN(10YR 3/2)CLAY FLOWS;COMMON LIGHT GRAY(10YR 7/1)CARBONATES; MODERATE,MEDIUM,SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSISTENCE;SLIGHTLY EFFERVESCENT 36-40"DARK YELLOWISH BROWN(10YR 4/4)LOAM;MODERATE,MEDIUM,SUBANGULAR BLOCKY STRUCTURE PARTING TO MASSIVE STRUCTURE;FRIABLE CONSISTENCE 40-56"YELLOWISH BROWN(10YR 5/4)LOAMY SAND;MASSIVE STRUCTURE;VERY FRIABLE CONSISTENCE 56-60"BROWN(10YR 4/3)LOAM;COMMON,MEDIUM,PROMINENT DARK YELLOWISH BROWN(10YR 4/6)CONCENTRATIONS; MASSIVE STRUCTURE;FRIABLE CONSISTENCE 60-64"YELLOWISH BROWN(10YR 5/4)LOAMY SAND;MASSIVE STRUCTURE;VERY FRIABLE CONSISTENCE THE TERMS REDUCTIONS AND CONCENTRATIONS REFLECT CHANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED WAS MOTTLING. REDUCTIONS ARE GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. - ---- � 7 G Lam/ �I--._- A- Comp�r1y n•e# .: Date completed: 8/21/00 �� it bor performed by: MARY M. WEST 333 East Main Street P.O.Box 388 Elk River, MN 55330 Firori4I SYSTEMA (800)551-7509 7 554-7509 Fax:x:((763)3)441-9176 ECO SYSTEMS ENGINEERING.INC. e-mail:h2olab@lkdllink.net LOG OF SOIL BORINGS Last name: BASTIAENS File number: SOOH010 First name: GUILLAUME & LILLIAN Address: 625 NORTH FERNDALE RD. City: WAYZATA Zipcode: 55391 County: HENNEPIN Legal: Auger type: 4" CLOSED BUCKET BORING#02 Seasonal water table: NOT OBSERVED Water table: NOT OBSERVED 0-8"VERY DARK GRAYISH BROWN(10YR 3/2) FINE SANDY LOAM;FINE,SUBANGULAR BLOCKY STRUCTURE;VERY FRIABLE CONSISTENCE 8-18"DARK YELLOWISH BROWN(10YR 3/6)FINE SANDY LOAM;FINE,SUBANGULAR BLOCKY STRUCTURE;VERY FRIABLE CONSISTENCE 18-44"DARK YELLOWISH BROWN(10YR 4/6)CLAY LOAM;FINE SAND COATINGS;CAC03 PRESENT;STRONG SUBANGULAR BLOCKY STRUCTURE;FIRM CONSISTENCE 44-60"BROWNISH YELLOW(10YR 6/6)VERY FINE SANDY LOAM;WEAK,FINE,SUBANGULAR BLOCKY STRUCTURE; VERY FRIABLE CONSISTENCE;FEW,FINE,DISTINCT STRONG BROWN(7.5YR 5/8)CONCENTRATIONS;CAC03 PRESENT THE TERMS REDUCTIONS AND CONCENTRATIONS REFLECT CHANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED WAS MOTTUNG. REDUCTIONS ARE GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. /ti Com•any License#208 Date completed: 9/22/00 Soil borings performed by: KEVIN J. KLOEPPNER 333 East Main Street P.O.Box 388 Elk River, MN 55330 Or (763)441-7509 4101111111.74111111 SYSTEMS (800)554-7509 Fax:(763)441-9176 ECO SYSTEMS ENGINEERING.INC. e-mail:h2olab@lkdllink.net LOG OF SOIL BORINGS Last name: BASTIAENS File number: SOOH010 First name: GUILLAUME & LILLIAN Address: 625 NORTH FERNDALE RD. City: WAYZATA Zipcode: 55391 County: HENNEPIN Legal: Auger type: 4" CLOSED BUCKET BORING#03 Seasonal water table: NOT OBSERVED Water table: NOT OBSERVED 0-10"VERY DARK GRAYISH BROWN(10YR 3/2) FINE SANDY LOAM;FINE,SUBANGULAR BLOCKY STRUCTURE;VERY FRIABLE CONSISTENCE 10-26"DARK YELLOWISH BROWN(10YR 4/6)SANDY CLAY LOAM;STRONG,MEDIUM,SUBANGULAR BLOCKY STRUCTURE; FRIABLE CONSISTENCE;FEW,FAINT,FINE STRONG BROWN(7.5YR 5/8)CONCENTRATIONS;CAC03 PRESENT 26-40"YELLOWISH BROWN(10YR 5/4)SANDY LOAM;MODERATE,FINE,SUBANGULAR BLOCKY STRUCTURE;VERY FRIABLE CONSISTENCE;FEW,FINE DISTINCT YELLOWISH RED(5YR 5/8)CONCENTRATIONS;CAC03 PRESENT 40-60"BROWNISH YELLOW(10YR 6/6)VERY FINE SANDY LOAM;WEAK,FINE,SUBANGULAR BLOCKY STRUCTURE; VERY FRIABLE CONSISTENCE;FEW,FINE,DISTINCT STRONG BROWN(7.5YR 5/8)CONCENTRATIONS;CAC03 PRESENT THE TERMS REDUCTIONS AND CONCENTRATIONS REFLECT CHANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED WAS MOTTLING. REDUCTIONS ARE GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. ompany Licerfse#208 Date completed: 9/22/00 Soil borings performed by: KEVIN J. KLOEPPNER _e 111 333 East Main Street P.O.Box 388 Elk River, MN 55330 (763)441-7509 lrr,irrllirAANIIgS1YcS�TiEMS ilIlIl (800)554-7509 Fax:(763)441-9176 ECO SYSTEMS ENGINEERING,INC. e-mail:h2olab@lkdllink.net LOG OF PERCOLATION TEST FILE NUMBER PROPERTY OWNERS NAME AND ADDRESS SOOH010 BASTIAENS GUILLAUME&LILLIAN 625 NORTH FERNDALE RD. WAYZATA MN 55391 COUNTY: HENNEPIN LEGAL PERC# 01 START DATE: 9/22/00 INITIAL START TIME 3:46 PM • DEPTH OF PERC HOLE: 22 INCHES WIDTH OF HOLE : 8 INCHES SIPHON USED: NO START TIME STOP TIME INCHES START INCHES STOP M.P.I. 3:46 3:51 8.00 6.50 3.33 3:51 3:56 8.00 7.25 6.66 3:56 4:01 8.00 7.25 6.66 4:01 4:06 8.00 7.12 6.10 AVERAGE PERC RATE: 6.47 MPI erc Performed By: KEVIN J. KLOEPPNER DATE COMPLETED: 9/22/00 Company License#208 ll 333 East Main Street P.O.Box 388 Elk River, MN 55330 (763)441-7509 illillilir:AidS�YctAil S (800)554-7509 Fax:(763)441-9176 ECO SYSTEMS ENGINEERING.INC. e-mail:h2olab@lkdllink.net LOG OF PERCOLATION TEST PROPERTY OWNERS NAME AND ADDRESS FILE NUMBER SOOH010 BASTIAENS GUILLAUME&LILLIAN 625 NORTH FERNDALE RD. WAYZATA MN 55391 COUNTY: HENNEPIN LEGAL PERC# 02 START DATE: 9/22/00 INITIAL START TIME 3:46 PM DEPTH OF PERC HOLE: 22 INCHES WIDTH OF HOLE : 8 INCHES SIPHON USED: NO START TIME STOP TIME INCHES START INCHES STOP M.P.I. 3:47 3:52 8.00 7.75 20.00 3:52 3:57 8.00 7.75 20.00 3:57 4:02 8.00 7.75 20.00 AVERAGE PERC RATE: 20 MPI Perc17VINormed J. KLOEPPNER DATE COMPLETED: 9/22/00 Company License#208 % Submersible Effluent Pump GOULDS MAW 1400 MODEL ` -- , 3885 ,_ _ _ . APPLICATIONS • Overload protection must smooth operation. Silicon can be operated continuously Specifically designed for the be provided in starter unit. bronze impeller available as without damage. • Shaft:threaded, following uses: 400 series an option. •Bearings:Upper and • Homes stainless steel. •Casing:Cast iron volute lower heavy duty ball bearing • Farms • Bearings: ball bearings type for maximum efficiency. construction. • Trailer courts upper and lower. 2'NPT discharge adaptable • Power cord: 20 foot g p ■Power Cable:Severe duty • Motels for slide rail systems. rated,oil and water resistant. • Schools standard length (optional s Mechanical Seal:SILICON Epoxy seal on motor end ; • Hospitals lengths available). CARBIDE VS.SILICON d • Industry Single phase: provides secondary moisture • Effluents stems •'/3 and 1/2 HP-16/3 SJTO CARBIDE sealing faces. barrier in case of outer jacket y with 115 V or 230 V three Stainless steel metal parts, damage and to prevent oil prong plug. BUNA-N elastomers. wicking. f SPECIFICATIONS •%-1'Y2 HP-14/3 STO with I Shaft:Corrosion-resistant ■0-ring:Assures positive i Pump bare leads. stainless steel.Threaded sealing against contaminants • Solids handling capabilities: Three phase: design. Locknut on three and oil leakage. 1110 %'maximum. •/-11/2 HP-14/4 STO phase models to guard i • Discharge size:2'NPT. with bare leads. On CSA against component damage AGENCY LISTINGS • Capacities: up to 128 GPM. listed models-20 foot on accidental reverse rotation. • Total heads: up to 123 feet length SJTW and STW •Motor:Fully submerged in SP Canadian StandardsAssociadon TDH. are standard. high-grade turbine oil for • Mechanical seal:silicon lubrication and efficient heat 0 Underwriters Laboratories carbide-rotary seat/silicon FEATURES transfer. carbide-stationary seat,300 •Impeller.Cast iron,semi- •Designed for Continuous series stainless steel metal open, non-clog with pump- Operation:Pump ratings are parts, BUNA-N elastomers. out vanes for mechanical seal within the motor manufacturers •Temperature: recommended workinglimits, 104°F(40°C)continuous protection. Balanced for 140°F(60°C) intermittent. METERS FEET • Fasteners:300 series stainless steel. ' _ I __- i ithi + i �SERIES:3885 • Capable of running dry 25- 80 1 i SIZE:Wr:SOLIDS 1 — -1 RPM:VARIOUS without damage to -` --. 5GPM — ' components. 70_� I SFr I Motor 20 Rii i _� i Single phase: i114+ , I I • 'IA H P, 115 V,200 V,230 V, 1 s_ % 1 ! 60 Hz, 1750 RPM;1/2 HP, Z - �--- - 115 V,60 Hz,3500 RPM; o 40 , ,_ 1/2 HP-1'/z HP, 230 V, 4 . ' ---- ' 60 Hz,3500 RPM. ° i°` ! ~ _ i I • Built-in overload with ��o +— --^ i 1 --~ automatic reset. 5_ 20 T"---T- I- l"'"mb'llihli- ! • Class B insulation. - - Three phase: i • %z HP-1'hHP 200/230/ 0_ 0 - — ! i i 460 V, 60 Hz,3500 RPM. 0 10 20 30 40 50 60 70 80 90 100 110 120 130G141 • Class B insulation. 0 10I2030 rtNm CAPACITY 2r 1995 Goulds Pumps,Inc. Effective May,1995 11 83885 PARTS 4.--k_Ily ! • n ,,,C Item No. Description 7 -Go Submersible 1 Impeller I'' 'Effluent Pump 2 Casing 3 Mechanical seal MODEL .G II { 4 ' Shaft 5 6 5 Motor 4 6 Bearings-upper and 83 3885 tower \ r, J 7 Power cable 8 1 0-ring 1 V -J 2--e- 1 MODELS PERFORMANCE RATINGS(gallons per minute) Order No. , HP Volts' Phase Max.Amp. RPM 3e Heater Size Wt.(Ibs.j WE0511H WE0511HH WE0311 L 115 9.4 WE0512H WE0712H WE1012H WE1512H WE0512HH WE1512HH WE0312L 230 4.7 Order WE0538H WE0738H WE103811 WE1538H WE0539HH WE1538HH WE0318L ,h 200 5.4 1750 56 No. WE0311L WE0311M WE0532H WE0732H WE1032H WE1532H WE0532HH WE1532HH WE03121 WE0312M WE0534H WE0734H WE1034H WE1534H WE0534HH WEIS34HH WE0311M 115 9.4 WE03181. WE031881 WE051811 WE071811 WE101814 WE051814H WE0312M 230 1 4.7 N/A HP A / /z Y. 1 1V2 1/2 1.4 WE0318M MEM 5.4 WE0511H 115 14.5 RPM 1750 1750 3500 3500 3500 3500 3500 3500 WE0512H 230 7.3 5 - - - - - - 60 - MEMO8.4 10 80 65 - - - - 56 84 WE0538H 200 3.9 K32 15 60 57 69 90 104 128 53 82 WE0532H Is 3 3.4 1(32 20 36 45 60 83 98 122 48 77 WE0534H 460 1.7 K21 WE0511HH ® 14.5 60 25 25 50 76 92 116 45 75 WE0512HH 230 1 7.3 N/A m 30 38 67 85 109 40 72 WE0518HH 200 8.4 3 35 26 58 78 102 35 70 WE0538HH 200 3.8 K32 15 ®i 3 ® 1(31 40 15 47 70 94 30 67 WE0534HH 460 1.65 1(21 ai 45 36 62 86 25 64 WE0712H 230 MEI 10.0 N/A A 50 25 52 77 18 60 WE07200 11.5 55 17 42 67 12 58 WE0738H Y.' 200 K49 = • WE0732H ,-i 230 3 5.4 3500 K39 A 60 8 32 56 3 54 WE0734H 460 ® K28 70 65 21 46 51 Malll 1 12.5 N/A 70 11 35 47 WE1o18H Ir 14.4 WE1038H 11 � 1(43 75 25 43 WE1032H 230 3 7.0 K43 80 15 40 460 ® K32 90 33 WE1512H 230 1 15.7 N/A 100 24 WE1538H 200 10.6 K53 110 15 WE1532H ®i 3 9.2 K50 WE1534H1/4 460 4.6 1(36 120 5 WE1512HH 1 230 0 15.0 N/A 80 DIMENSIONS WE1538HH 200 10.6 K53 WE1532HH 230 3 9.2 K50 (All dimensions are in inches.Do not use for construction purposes.) WE1534HH 460 4.6 K36 D*A,''/z,3/and 1 HP=15' •For 575 V consult factory. except for model WE0712H and WE1012H=18';1'/.•HP=18' METERS FEET - Th �� 1 120 , I MODEL:3885 I • 35_ . . . ._ .._ . 1I_ _SIZE:3/4 SOLIDS 1 - I „0-wEtsNN - .--- _.-. I. 1.. I 12'/2• '�.• .-i•._ f'. �\ ooj f 5'h' -� ,t t,_____4___;_ 7 7 r ROTATION j ", t 2 I aolI • - 1 25_ I f - f-- + ;•.- : ( -.- + sanM 1-- eor- 5Fr •1 i 2•NPT o t :ilk-✓h .r r ,s- WEw►«- , KICK-BACK L.__i 1 (_s 40; • I - . l i - 1 . EFFLUENT EJECTOR SYSTEM ,0- 30, 1 i ' . ! • ! . • +' Effluent ejector system Package Includes: 20!- i . Joi 5- I otters ease of ordering Submersible Effluent Pump WE0311L. 'o` �-t "-_.-.-t ,._ 4.--i and installation.A single 12L or WE0311M.12M.WE0511HH,12HH io • 1 • , . • i Mecharrcal Level Control Switch o_ o'- � . .i _-�_ ,_-.i._._.i __I _ ordering number specifies A2-5(115V).A2-6(230V) 0 10 20 30 43 so eo 70 so 90 Too GPM a complete system designed Brim A7-1801S,Basin Cover A8-1822 o ,'o 20 �m for most residential and '` Check Valve A9-2P • CAPACITY commercial sump and Order No. SWE0311L.SWE0312L, re GOULDS PUMPS. INC. effluent pump applications. SWWEEo3it,S E 312M WATER TECHNOLOGIES GROUP SC-ECA FALLS NEW 1ttrM 0148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. 12 Technical MVP-Sumplex Control Panels Data Sheet Applications Orenco's MVP line of control panels �� `""_`""mss- is specifically engineered for water �� and onsite wastewater treatment Clii a systems and is especially suited for • applications that require a program- r: Ill mable timer.The MVP Simplex Panels are ideal for timed dosing in Oren4:o Systems' The programmable logic module is the brain of the single pump systems. Incorporated MVP line of control panels Features/Unique 814 AIRWAY AVENUE Specifications SUTHERIIN,OREGON To specify this panel for your installation, require the following: 97479-9012 • Digital timing accurate within 1% 44,,,I; TELEPHONE. ..r •Multiple timer settings for optimum I{ t (541)459-4449 � �� dosing during normal and peak flow ' "t ? � conditions 1_800-348.8843 � �.� � 2" •Built in programming keys for � � �'' , ' adjusting timer settings in the field FACSIMILE t 4 . fes 4. ire ' without a porta computer P P (541(459-2884 'H=� ` t. •Porton logic unit for easy insertion ' a '° of EEPROM card to change panel , ' •74 f * , functions ,� •High and low level alarm conditions K� differentiated by steady or blinking light The enclosure is NEMA 4X rated •Silenced alarms automatically reac tivated after 12 hours if condition is not corrected •Timed delays on float inputs to pre- vent chattering •Ability to use one model of float for i' r• ! ; all functions • r"'.�F. 1 y' 1111 ' s ; J - •Visual indicators of float position •UL 508 listing in U.S. and Canada Standard Models lk MVP S1 PTRO, MVP S2 PTRO • ` � �Gm � �' Model Code for Ordering r,. w.. r �r`t Y. MVP-SIPTRO ❑❑❑❑ `�� • _ Indicates selected ' i. options (see back page) Indicates voltage. 1 = 120 VAC Model shown is MVP S1 PTRO ETMCT 2 = 240 VAC ATD-CP-MVP-1 Rev.2.0 m 1(!4199 1 2 9 3 G :; dd�a �o 'D-Barr: coo l 10 F 4 • V ri 8 7 6 Standard Components Feature Specification(s) 1. Programmable Logic Unit 120/240 VAC programmable logic unit with built-in LCD screen and programming keys. Provides control functions and timing for panel operation. 2. Motor-Start Contactor 120 VAC: 14 FLA,3/4 hp,60 hz;2.5 million cycles at FLA(10 million at 50%of FLA). 240 VAC: 14 FLA,2 hp,60 hz;2.5 million cycles at FLA(10 million at 50% FLA). 3. Toggle Switch Single-pole,double-throw HOA switch.20 amps, 1hp. 4. Controls Circuit Breaker 10 amps, OFF/ON switch.Single pole 120 VAC. DIN rail mounting with thermal magnetic tripping characteristics. 5. Pump Circuit Breaker 20 amps, OFF/ON switch. Single-pole 120 VAC, double-pole 240 VAC. DIN rail mounting with thermal magnetic tripping characteristics. 6. Audio Alarm 80 dB at 24",warble-tone sound. 7. Visual Alarm 7/8"diameter red lens, "Push-to-silence." NEMA 4, 1 watt bulb, 120 VAC. 8. Panel Enclosure Measures 11.52"high x 9.31'wide x 5.43"deep. NEMA 4X rated. Constructed of UV- resistant fiberglass; hinges and latch are stainless steel. Conduit couplings provided. MVP-S1 PTRO Panel Ratings 120 VAC,3/4 hp, 14 amps, single phase,60 Hz. MVP-S2 PTRO Panel Ratings 240 VAC,2 hp, 14 amps,single phase, 60 Hz. Optional Components Feature Specification(s) Product Code Adder 9. Event Counter 120 VAC,6-digit, non-resettable. CT 10. Elapsed Time Meter 120 VAC, 7-digit, non-resettable. Limit of 99,999 hours; ETM accurate to 0.01 hours. Pump Run Light 7/8"green lens. NEMA 4, 1 watt bulb, 120 VAC. PRL Heater Anti-condensation heater.Self-adjusting: radiates additional HT wattage as temperature drops. Intrinsically Safe 120 VAC. Listed per UL 913,for Class 1 Div. 1, IR Control Relays Groups A, B, C, D hazardous locations. Larger enclosure required. Current Sensor 120 VAC. Go/no-go operation. Pump fail indicator light on panel. CS Manual reset switch. Mercury Float Switches Submittal ail Control Switches Data Sheet f81Systeme Incrypoed 1-800-348-9843 Applications General Float Switches are used to signal alarm and control panels(low Orenco Mercury Boat Switches utilize single throw, amperage)in tank pumping applications. single pole mercury-to-metal contacts for reliable sen- sory switching. The differential is only a few degrees from the horizontal position. All models are UL listed for "on" use er or sewage and fi Modelin "Awat"float switches are norCSAmallycertiopen;ed. model "T"float switches are normally closed. Floats are typi- Float Collar cally supplied in assemblies which include a float stem • (ordering explained below). ti" Standard Model "off" A,T Nomenclature • MF XXXX 1--L-Indicates the float models in order from the top of the tank and number of floats. Float Assembly Ex MF3AT-indicates three"A'floats and one T float the T is the lowest on the float stem. Specifications Float Housing The float housing has a diameter of 2.81'and a length of 347 Float Cord: Cords are 516 in diameter and are available in lengths shown below. Model A Model T Voltage 60 Hz,Single Phase 120 VAC 230 VAC 120 VAC 230 VAC Maximum Current(amps) 13 13 13 13 Avadable Cord Lengths(ft) 10,15,20,30,50 10,15,20,30,50 Float Type Normally Open Normally Closed Drawdown None None Materials of Construction: Float Housing: Impact resistant non-corrosive PVC plastic for use in liquids up to 140'F(60'C) Float Cord: Flexible 16 gauge,2 conductor per SJOW-A(UU,SJOW(CSA). Neoprene coating. Float Coliar. ABS ESU-MF-MF-2 Rev.3.1,m 999 4" Submittal asi Biotube® Effluent Filters Data Sheet int ° ' corporated 1400-348-9843 Applications General 4"Biotube Effluent fitters are designed to remove solids from efflu- Orenco 4"Biotube Effluent Afters(U.S.Patents No.4439323 and ent leaving residential septic tanks. 5492635)are used to improve the quality of effluent exiting a septic tank in a residential septic system. The Biotube cartridge fits tight- ly in the vault and is removable for maintenance;the tee handle can be extended for easy removal of the cartridge. extendable handle art 411•1110, Set u Standard Series air vents fbw FTS0444-36, FTS0444-36M, FTW0436-28, F VVO436-28M 'adulation FTW0444-36,FTW0444-36M plate - (optional) 0•Co vauk Nomenclature: Biotubes FTPW0400-00MA-0 TFor customized options(e.q.,NC indicates meets North Carolina regs.) inlet $ 0 0 Indicates float bracket attached holes Indicates flow modulation plate installed Cartridge height 28'and 36'are standard Housing height 36'and 44'are standard Indicates filter diameter lin) W-Indicates fits 3034 outlet pipe S-Indicates Schedule 40 outlet pipe P-Indicates 1/16'filtration No P indicates 1/8'filtration Biotube effluent filter series L J Biotube filter vault Biotube filter cartridge Specifications Component Material(s)of Construction Vault 4"PVC Biotube Cartridge: Polypropylene and polyethylene Handle Components: Sch.40 PVC,polyethylene,stainless steel Mesh Openings: Nominal 1/8"or 1/16";nominal open area of 30% ESU-FT-FTS-1 Rev.32,m 999 Page 1 or 2 4" Biotube° Effluent Filters (continued) 14. A air vent I _ — discharge orifice __? " IG=2 I IIi if if •lI 4" tee 11 2: I III i• li ,: a 1! ii i;i ;: i i;; ai ii i ii i 1 H ii ii il iii C iE .. :: t . A y If- .a ;i ui 'Ii ii i; zj ii ;: st fi i' 11 :i i; y h —.:1D Dimensions Model FTS0444-36 FTW0436-28 FTS0444-36M FTWo436-28M FTWo444-36 FTW0444-36M D-Nominal Diameter(in.) 4 4 H-Overall Height(in.) 44 36 h-Influent Hole Height*fin.) 22 19.25 • C-Cartridge Height(irt) 36 28 Number of Biotubes per Cartridge 6 6 Filter Surface Area(sq.ft) 5.3 4.1 Influent Hole Diameter( t) 1 1/8 1 1/8 Number of Influent Hoses 8 8 Discharge Orifice Diameter(in.) 1/2 1,2 Number of Discharge Orifices 2 2 Air Vent Diameter 1,2 1/2 Number of Air Vents 1 1 •Influent hole height may vary depending upon the configuration of the tank. Optimum hole height is at 70%of the minimum liquid level ESU-FT-FTS-1 Rev.32.m 9/99 Pepe 2 012