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HomeMy WebLinkAboutpitkin.eh.264328204007 (2000)Permit # 00069 Aspen/Pitkin Environmental Health Department Permit for an Individual Sewage Disposal System 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Parcel ID # 2643-282-04-007 Type of permit New( X) Repair( ) Addition to House( ) Name of Owner Kevstone Senior LLC Street Address 0101 Tabula Rasa Lane Property legal description Lot 5, Blk 5, Fil 1, Brush Creek Village Size of lot Total square footage of the house 4,000 Water source Brush Ck Village water system # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house Caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by Mailing Address Perc rate 60 Septic tank capacity Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit FOUR bedrooms, ISDS not sized for `office' to be used as a bedroom Permit information McLaughlin water Engineers, Dean Derosier 111 P AABC, Aspen, CO 81611 Profile hole depth 8 ft 1750 minimum Depth to groundwater or bedrock +8 ft Absorption area 2168 sq ft, 30% infiltrator reduction= 1518 Comments Septic permit approved per compliance with the engineer design and specifications dated August 28, 2000. Any changes must be approved by this department and the design engineer prior to them being made. Design is for two 1,000 gallon tanks in series followed by a 750 gallon dosing tank and an infiltrator bed 7 rows wide by 14 units long for a total of 98 units. Perforated pipe will be hung in each of the 7 rows. An alarm system is required for the pump. This department does not endorse any brand of products. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. This department does not endorse any brand of products. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. Y% o c4 I', t 1 11. -i j i.Q fr'I. �-_ int.,.....- 7 _ _ ..— ,il n _n " Permit approved by: Date: G. W d I3Iv pv'pi rt.S Lt I kO I oL Plans and specifications of the prop' sed individual sewage disposal system have been reviewed an are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: 1 Final Inspection Approval: ASPEN, IN ENVIRONMENTAL HEALTH DE TMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTE 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5074 A Name of OWNER Owner's Mailing Address Business Phone: Home Phone: G Primary Contact Person (all communication regarding this permit will go through this person) Name L Mx (� Company Contact Mailing Address Business Phone : ?'Z7 l�qr m3oCell Phone: Fax -7 - © 2 Parcel ID # (available from assessor's office - at 920-5160 or at www.;3spen.com/assessor/) O /�_ C_e _7 _ _ Street address of properly /off �� f✓�G� IJC-A 5A Legal Description: Lot Block Filing Subdivision —I"Ll 6 Size of lot: acres. Type of proposed structure: `j_ Size of bldg. envelope: Total square feet of house (6) Q n # of bedrooms in house Z-/0,y4�21 # of offices, lofts & similar sized rooms in house Caretaker Unit: Attached/V/1---jDetached ( ) Total area(sq. ft.) of caretaker unit # of hedrooms in caretaker unit # of offices, lofts and similar size rooms of caretaker unit S Permit is for: New Home�jl} Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a iSDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 is due at the time of application. The remainder, if any, will be due in two stages: firMOMOVO-0- f thee-I-S�DS permit; second, before final approval of the ISDS permit. 1'1 i Application for an individual sewage disposal system is hereby s tted. I hereby certify that Wove information is true and accurate and that I have provided true and accurate information oca&iJ)of all �x' an r osed wells, contour intervals, buildings, prooerty lines, ditches, slopes, waterlines, s, suction or irr vA Ii inking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, Nnd existing se stems. I hereby certify that any such features not shown on attached site map are not present. MON, /does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No co fhi t u may be undertaken until all approvals and permits have been obtained. The Aspen/Pitkin Envircnmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility case of94re of the system. Signature of app/' Date C:-� Received b Y Receipt # Jt/ Date G:\eh\isds\isdsapp\i McLAUGHL,IN WATER ENGINEERS, ltd. 111 P AABC ASPEN, COLORADO 81611 970-925-1920 970-925-1974 fax mweaspen@rofnet MEMORANDUM Date: January 22, 2002 To: Pitkin County Environmental Health, From: Dean Derosier; McLaughlin Water Engineers, Ltd. RE: Eldredge Septic System (Keystone Senior, LLC) - 0101 Tabula Rosa Lane - Recommendation of Final Approval AO -031.01 PERMIT # 0006:3 The system was designed, installed, and placed into service in Fall of 2001 for the new home. MWE, GDD, and PCEH inspected the installation of the system and found it was installed according to MWE's design and PCEH requirements. This letter is to serve as the acceptance letter for MWE and recommendation to Pitkin County for final acceptance of the system. To my knowledge the system was installed according to MWE drawings, the attached asbuilt drawing can be used as the asbuilts. The system consists of 2 - new 2,000 gallon tanks or 2,000 gallons total and 1 - 750 gallon pumping/dosing tank, 7 rows of infiltrators in a bed system, 7 rows of 14 units for a total of 98 units were installed in a infiltrator gravelless chamber system. The pumped system evenly distribute the flow to all four rows. All setback limitations were meet. Please call is you have any questions. G. Dean Deros�e E. carner\a1-005.01\gdd 2/2002 12:26 9709239694 fes/ RA`A 1A19ULA r� N Q1 ONE PINNACLE DESIGN PAGE 03 22/2002 12:26 9709239694 WON PINNACLE DESIGN PAGE 04 04O N N LJ LLJ LL- 0- Li W� U f� V W L` b t By: McLaughlin Water Engineers, Ltd; 970 925 1974; ENV f--13-00 WED 11:08 AM ASPEN/PITKIN ENV H FAX [�] �PN�I TO: Phone: Fax Phone: CC: I REMARKS: D urgent [I For RE: ISDS design for Eldredge\Keystone The language on the second page of the configuration. However, trenches and roti Please e-mail of fax a note regarding whi ready to issue the permit. Thanks LC Sep -13-00 2:27PM; Page 1/1 5074 PAGE I of pages including cover sheet, Nancy Mar -Kenzie 970-920-5076 One: 970-920-5074 )cn.co.us ASAP [] Please Comment ill Ross Lane III sing. It is to be in a bed ied in the next sentences. ierything else Is fine and I am Pitkin County Environmental Health Department 130 S. Galena St., Aspen, CO 81611 FAX [�] TO: Phone: Dean Fax Phone: CC: Date: 9/14/00 INumber of pages including cover sheet: FROM: Phone: Fax Phone: E-mail: Nancy MacKenzie 970-920-5076 970-920-5074 aspen.co.us IREMARKS: ❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Please Comment RE ISDS design for Eldredge\Keystone Senior LLC, 0101 Tabula Rasa Lane The language on the second page of the narrative is a bit confusing. It is to be in a bed configuration. However, trenches and rows 1 ` apart are mentioned in the next sentences. Please e-mail of fax a note regarding what you want to say. —Everything else is fine and I am ready to issue the permit. Thanks Area of Septic field required = A Tanks will be -installed in the general area South of the home along the driveway. Tees will be installed on both the inffluent and effluent lines of the tank, set on the inside of the tank. Set top of line from tee within 1" of the roof of the tank and extend line downward 14" below center line of tee. Fill tank with water prior to backfill to check for leaks and leave water in tank for placing the system in service. Septic tanks will be a two -chambered tanks. Vent required on pumping tank. Piping from the home to the tanks will be 4" SDR 35 PVC laid at a minimum of 1%. Insulate lines with less than 5 -foot of cover or in uninsulated crawl spaces. Distribution will be through a 3" Sch 40 PVC from the tank to the bed system, where 1-1/2" sch 40 perforated PVC will be hung in each of the 7 rows. Perforations at 6' on center, perforated at the bottom of the pipe. Center perforation in center of infiltrator unit. All piping to be bedded in a minimum of 2" under and 6" over of 3/4" screened rock. Adjustments to fit site contours and conditions may be made per approval of the engineer. Elevations of the tank and trenches shall be finalized in the field by the engineer. Installation and operation shall be approved by the engineers prior to final acceptance. System must meet all PCEH and MWE standards. q Dosing,',% ' 4> . dromatic SHEF 100, ( 74 gpm @ -50- head) . q`.� `„� pcSlAHleet �6�i°xt <. G. Diganrklezosie �. —, c �4r •� �y�Y;F Ike- gdd\e1dredge\ao-034.01 A= Q/5 X Sgrt(perc rate) = 1,400/5 X sgrt60 = 2,169 sq ft for 30 o reduction - infiltrators 1,518 s ft or 98 = g infiltrators Install 7 rows of 14 units BED system. Contour the trenches to fit site � conditions and the topo of the site. Rows are to be 1' apart_ System size = 84' long X 27 wide Tanks will be -installed in the general area South of the home along the driveway. Tees will be installed on both the inffluent and effluent lines of the tank, set on the inside of the tank. Set top of line from tee within 1" of the roof of the tank and extend line downward 14" below center line of tee. Fill tank with water prior to backfill to check for leaks and leave water in tank for placing the system in service. Septic tanks will be a two -chambered tanks. Vent required on pumping tank. Piping from the home to the tanks will be 4" SDR 35 PVC laid at a minimum of 1%. Insulate lines with less than 5 -foot of cover or in uninsulated crawl spaces. Distribution will be through a 3" Sch 40 PVC from the tank to the bed system, where 1-1/2" sch 40 perforated PVC will be hung in each of the 7 rows. Perforations at 6' on center, perforated at the bottom of the pipe. Center perforation in center of infiltrator unit. All piping to be bedded in a minimum of 2" under and 6" over of 3/4" screened rock. Adjustments to fit site contours and conditions may be made per approval of the engineer. Elevations of the tank and trenches shall be finalized in the field by the engineer. Installation and operation shall be approved by the engineers prior to final acceptance. System must meet all PCEH and MWE standards. q Dosing,',% ' 4> . dromatic SHEF 100, ( 74 gpm @ -50- head) . q`.� `„� pcSlAHleet �6�i°xt <. G. Diganrklezosie �. —, c �4r •� �y�Y;F Ike- gdd\e1dredge\ao-034.01 ASPEN/PITKIN AIRONMENTAL HEALTH DEPARP�ENT ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.)a, „a (75 gPd, 100 gPd, or 130 gPd) Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 800 State Review Required? no Perc Rate (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1400 Absorption Area (=Q/5 X SQRT perc rate) A = 2168.8707 sq. ft. of absorption area required 140 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system, only if the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: A = 1518.2095 sq.ft. with reduction 98 gravelless chamber units with reduction Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Other (type) Minimum tank capacity 1750 gallons SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 Printed on Recycled Paper 100 ral Date: August 28, 2000 vo McLAUGHLIN WATER ENGINEERS, ltd. 1 I I P AABC ASPEN, COLORADO 81611 970-925-1920 970-925-1974 fax mweaspen(rof.net MEMORANDUM To: Pitkin County Environmental Health; From: Dean Derosier; McLaughlin Water Engineers, Ltd. RE: ELDREDGE Residence - Septic System Design Notes - lot 5 Blk 5 Brush Creek Village AO -033.01 The following are my design notes for the new Shapiro Residence Septic System design. The site is a sloped area next to the home. - 4 - Bedrooms - Approx. 4,000 Square Feet of living area - 100 gallons per day per person - Per Rates - 60 MPI By GDD Ground water 1,500'+\- feet from surface - Public water supply system. Flow = Q = 4 bed rooms x 2 peo/br x 100 gal/day/per x 1.75 = 1,400 gallons per day. ✓ Tank sizing •-.4 - Bed Rooms requires 1,750 gallons of septic tanks; Q X 1.25 Install two 1,000 gallon tanks in series for total 2,000 gallons of septic tanks. The new system will require a dosing tank to pump the effluent into the proposed system due to the slow percolation rates. An additional 750 gallon pumping tank is required in series with the two septic tanks. Dosing/pumping is to utilize a separate 750 gallon single chambered dosing tank. Dosing volume - 300 gallons per dose 2-3 times per day. M Area of Septic field required = A A= Q/5 X Sgrt(perc rate) = 1,400/5 X sgrt60 = 2,169 sq ft 30% reduction for infiltrators = 1,518 sq ft or 98 infiltrators Install 7 rows of 14 units BED system. Contour the trenches to fit site conditions and the top the site. ROWS are to be 1' apart. System size = 84' long X 27 wide,_„_ Tanks will be •installed in the general area South of the home along the driveway. Tees will be installed on both the inffluent and effluent lines of the tank, set on the inside of the tank. Set top of line from tee within 1” of the roof of the tank and extend line downward 14" below center line of tee. Fill tank with water prior to backfill to check for leaks and leave water in tank for placing the system in service. Septic tanks will be a two -chambered tanks. Vent required on pumping tank. Piping from the home to the tanks will be 4" SDR 35 PVC laid at a minimum of 1%. InsulatE: lines with less than 5 -foot of cover or in uninsulated crawl spaces. Distribution will be through a 3" Sch 40 PVC from the tank to the bed system, where 1-1/2" sch 40 perforated PVC will be hung in each of the 7 rows. Perforations at 6' on center, perforated at the bottom of the pipe. Center perforation in center of infiltrator unit. All piping to be bedded in a minimum of 2" under and 6" over of 3/4" screened rock. Adjustments to fit site contours and conditions may be made per approval of the engineer. Elevations of the tank and trenches shall be finalized in the field by the engineer. Installation and operation shall be approved by the engineers prior to final acceptance. System must meet all PCEH and MWE standards. I f LAI, dromatic SHEF 100, b' - gdd\e1dredge\ac-034.01 ( 74 gpm @-501head). NINM McLAUGHLIN WATER ENGINEERS, ltd. 111 P AABC ASPEN, COLORADO 81611 970-925-1920 970-925-1974 fax mweaspen@rofnet MEMORANDUM Date:August 26, 2000 BY: Dean Derosier; McLaughlin Water Engineers, Ltd., P.E. RE: ELDREDGE - RESIDENCE Property Address: LISA LANE Legal Description: Lot 5 Bkl 5, Filing 1; BRUSH CREEK SUBDIVISION Property Owner: ELDREDGE C/0 MACLEOD DESIGNS P.O. BOX 818 BASALT, Colorado 81621 Percolation Information: Hole Depth: 42" to 48" Sand\Gravel: No Presoak:Yes - 8/24/00 Amt of Water: 2 gal/HOLE Bedrock. Q : --6' Type: Shale Ground Water @: 1,500' Depth to Water:1,500' Fluccutations: NO Slope: 0% TO 20% Depth to Rock: -6' Fractured: yes Percolation Tests: Date and Time:8\25\7:00 AM Hole # 1 2 3 Depth 42" 4811 42 Presoak: No No YES Remaining Time 10min 10min 10min Interval 2hr 2hr 2hr Length Percolation 40mpi lompi 80mpi Rate DESIGN PERCOLATION RATE: 60 MINUTES PER INCH t3�4t'.6!tii?� Soil PrOft,6 d0 e: 0-6" top soil - 6" to 30" LT. Grey Decomposed shale soils, 30"Tp 54" Dark Decomposed Shales with fine clayey silts, 54" to 96" badly f racLd 's�al'e bedrock. 9 NAME: Q, ;D Derosier, F to COMPANY: bfQk.'1-1d7ghlinjFa teZEngineers, Ltd. e6 D SIGNATUR ADDRESS :12 c �' S15e.A;,. C=81611 970-925-1920 �� t7 M NPvV(E MCLAUGHLIN WATER ENGINEERS, ltd. 111 P AABC ASPEN, COLORADO 81611 970-925-1920 970-925-1974 fax mweaspen@rof.net MEMORANDUM DATE: August 28, 2000 TO: Kevin MacLeod, Pitkin County Environmental Health FROM: McLaughlin Water Engineers, Ltd.; G. Dean Derosier,P.E. RE: Eldredge Residence SEPTIC SYSTEM DESIGN - 4 bedroom home This memorandum is written to give you additional details on the design, materials, and installation of the Septic System which was designed to serve the proposed remodel of the 4 bedroom home in Brush Creek. The memorandum is separated into three sections; 1 - Septic tank and System design, 2 - Effluent tank design, 3 - Installation and Materials for the system. The design drawing is also attached for additional reference. See design notes and drawing for more information. 1. Septic Tank and System Design: The location of the homes and the site conditions determined the type of system to be designed. The site is located in Brush Creek on a 20% sloping lot. The difficulties encountered deal with the limited area to work with, slow percolation soils, and finding a flat location for the system. These items lead to the design of a system which would use a standard septic tank, infiltrator System, and will require a pump to lift the Effluent up to a flat area for disposal. The system design was based on the ultimate construction of a 4 bedroom which required at a minimum, the installation of 1,750 gallons of septic tanks for the separation of solids and a dosing tank. I recommend 2 new 1,000 gallon tanks in series for a total of 2,000 gallons. This design proposes to add an additional 753 gallon single chambered tank as the effluent pump/dosing tank. All of the main septic tanks are to be a double chambered tanks. The three tanks are to be installed in a series. The tank . invert piping elevations are to be verified in the field and as shown on the attached design drawing. The dosing volume is to be 400 gallons per dose approximately 2- 3 times per day. The water level, the dosing system, and the flow anticipated to utilized by the system determine the size of the Infiltrator System required. Using 100 gallons per person per day and a peak factor of 1.75, a flow of 1,400 gallons per day requires 1,518 square feet of septic disposal in the System with a 30% reduction for use of infiltrators. 98 Infiltrator units in a bed system laid out to fit the site and all required set backs. An additional fill may need to be placed over the infiltrators to obtain a minimum cover of 18 -inches. Fill to be native soils similar to those encountered in the profile hole. Invert of the trenches is to be — 2 -foot below existing grade. Assuming that the finish floor of the home is at 77..0 the bottom of the trenches is to be —102. The details of the Infiltrator System, installation, elevations, and location are shown on the attached design drawing. The overall system size will be vary on the layout of the 98 infiltrator units. The distribution line from the pump to the field is to be 3" Sch 80 PVC. A distribution manifold is to be located at the head of the field to allow distribution of the effluent into each of the eight rows of infiltrators. A 1-1/2" Sch 80 PVC perforated line shall be hung in at the top of each row of infiltrator trenches to allow even distribution. Perforations in the piping shall be 1/4" dia. at 60" on center and located at the bottom of the pipe. Center the holes in the center of each unit. Effluent Pumping, Tank: An effluent pump is required to pump the effluent from the septic tank to the septic field in the terrace above the home site. The tank capacity is approximately 750 gallons. The tank is sized in order to cycle the pump operation of the system. The pumping system is required to pump the effluent up approximately 38 --feet of elevation difference and 12 -feet of piping and head losses, for a total of 50 -feet of head at 74 gpm. The pump we have chosen for the system is a submersible, by Hydromatic Pump, Model number SHEF-100, a bronze pump system, with a piggyback float system. The pump is a 1.0 horse power, single phase, 230volt with a 2 -inch discharge and a built in diaphragm level control system or optional float system to regulate the operation of the pump based on water levels in the tank. The pump operation and installation is simple, as the water level in the tank rises it switches on the pump, which operates until it reaches the bottom of the pump and shuts the pump off. We recommend the operational float level system for the tank. A double float system will need to be used, also by Hydromatic, Model 3900. The pump is to set on the floor of the tank approximately 6 -inch above the floor. (Design details for operational water levels in the tank are to be field determined by the design engineer. The type of pump control depends on the dimensions of the tank). Dosing volume is 400+/ - gallons per dose. At your option a second pump could be purchased as a backup or stand by pump. This would shorten the system down time and inconveniences which will occur if the pump breaks down or has other problems. The cost of the second pump is approximately $1,200.00. It is not required, but is recommended. The effluent tank is also required by the County to be equipped with a high water level alarm system to alert you when a pump has failed to operate or another problem has risen. The high water level alarm system is operated by a float, mounted on the tank wall, which is activated when the water level rises to a chosen point above the normal operating pump level. The float signals a red light and a buzzer, which should be located in your adjacent mechanical room or garage. The buzzer can be turned off manually signaling acknowledgment of the problem, but the red light stays on until after the water level drops back down. This is a required safety feature which assists the owner in the satisfactory operation of system by letting you know you have a problem before it becomes an emergency situation. The system we have chosen is a Tank: Alert 1. by S.J. Electro. (See design drawing for additional level control details. Please check to see if the existing alarm can be reused. 2 - 2 -inch PVC conduits are required to be run from the adjacent home to the new effluent pumping tank. One is for power to the pump and the other one for the high water level control system. Please inform the electrical designer of the barn of these additions. Installation and Materials: The septic tanks can be obtained from Copeland concrete products in Rifle, or from the locally in Emma from Dreager. The tanks should be located as shown on the drawings and installed level. The access ports are to be sealed water tight and brought up to within 6 -inches of final grade. If in the event the tanks are too high, minor landscaping may be required to bury them. The invert elevations for both tanks are critical to thE� operation of the pump and should be followed closely. The blockouts for the inlets and outlets are also required to sealed water tight to prevent infiltration. rW'J All piping, pump, and alarm system materials can be obtained form Dodson Engineering products in Glenwood or Grand Junction Pipe in Basalt. The 4 -inch piping from the house to the septic tank and to the pumping tank is SDR 35. All Piping should be installed at a minimum depth of 3.5 -feet with clean outs at all 90 -degree bends and in line wyes at connects to main line. The 3" and 1-1/2" sch 40 pumping line is to be laid with the shown slope to permit the line to drain back into the tank after each pumping cycle to prevent freezing. The trenches and lateral lines are to be installed as shown on the drawing and are need to be installed to within + or - .01 -feet. (See attached design drawing for bedding details and additional installation notes.) The septic system installation can be done by any excavation contractor who is familiar with this type of project. If you have any questions on the design or other items, please feel free to call me at any time. See installation and construction notes attached to this memorandum. CC: MWE - ver Thanks, Dean Derosier ! • 30 100 24 80 W 18 z 6U 0 o = 12 40 0 6 20 SHEF100 SHEF50 i 0L 0 Capacity -U.S. G.P.M. 0 20 40 Liters/Second 0 2 60 1 Typical Application' High Head Effluent and Dewatering Capacities to 63 GPM (4.01/s) Heads to 63 ft (19.2 m) Electrical I I5V,1e,14.5FLA, 60Hz; 20OV, le, 7.6FLA, 60Hz; 230V, 3e, 3.1 FLA, 60Hz; 460V, 3e,1.61FLA, 60Hz, 575V, 3o,1.2FLA, 60Hz Motor (single phase) -1/2HP Split phase w/start capacitor and thermal overload protection, 3450 RPM ; (threephase) -1/2HP polyphase, 3450 RPM Minimum Recommended Simplex = 24" (609.6mm) Sump Diameter Duplex = 30" (762mm) Automatic Operation Wide-angle float switch (Io only) (manual available) Materials of construction (lass 30 cast iron Impeller Thermoplastic non -clog Discharge Size 2" (50.8mm) Solids handling 3/4" (19.1 mm) Power card _ 1 e - 20' , S1TW, STW-A(30' optional); 3e - 20', STW-A(30' optional) Superior Features • (arbon/ceramic type 21 mechanical seal • Oil HIEd motor w/automatic reset thermal overload for maximum protection • Upper & lower ball bearing construction • Piggy -back plug available for easy maintenance and replacement • Patented inlet design for better solids handling • Capacitor start for increased starting torque 30 100 24 80 W 18 z 6U 0 o = 12 40 0 6 20 SHEF100 SHEF50 i 0L 0 Capacity -U.S. G.P.M. 0 20 40 Liters/Second 0 2 60 11 TypicalApplication* High Head Effluent and Dewatering (opacities to 88 GPM (5.5 I/s) Heads to 90 ft (27.4 m) Electrical 20OV, Io,12.1FLA, 60H7; 230V, Io, 12.1 FLA, 60Hz 230V, 3e, 5.8FLA, 60Hz; 460V, 3a, 2.8FLA, 60Hz; 5_75V, 3e,1.9FLA, 60Hz _ Motor _ (single phase) -1 HP Split phase w/start capacitor and thermal overload protection, 3450 RPM ; (three phase) -1 HP polyphase, 3450 RPM Minimum Recommended Simplex = 24" (609.6mm) Sump Diameter Duplex = 30" (762mm) Automatic 0 eration Wide-angle float switch (le only) (manual available) Materials of construction _ (lass 30 cost iron Impeller Thermoplastic non -clog _ Discharge Size 2" (50.8mm) Solids handling 3/4" (19.1 mm) Power cord _ l e - 20' , S1TW, STW-A(30' optional); 3e - 20', STW-A(30' optional) Superior Features _ • Carbon/Ceramic type 21 mechanical seal • Oil filled motor w/automatic reset thermal overload for maximum protection • Upper & lower ball bearing construction • Piggy -back plug available for easy maintenance and replacement • Patented inlet design for better solids handling • Capacitor start for increased starting torque 30 100 24 80 W 18 z 6U 0 o = 12 40 0 6 20 SHEF100 SHEF50 i 0L 0 Capacity -U.S. G.P.M. 0 20 40 Liters/Second 0 2 60 80 100 4 6 qb - - -————————————————————————————--———————— -------------------------___ <m < � ���n5 nwv �mmm DprpO p m Igo w A myyA xN mv�pmpZ zzl m yym (n0m� -i Z ��� � fnm rzp0 �p O 5 nC T,D- op A r p90 jCN rtl !- O mm ppCZy NItID ��r z ZOO Jc Z DN a9m1� y1 �0 p� � N1�2� zO vmy A yzp 00 mp� T� �N Z COT 9yT m 0r� Z D zk`' z� Z m z� < 1 'An D D n C N �20yp a m O m 0 �m�Dm C p C� p pp pZp Tn'Z"� O O N Z mNrr'DAm ZO O p. �yTp FAN m0 N rC pp -� 2 = D F.11 p '2 -O_i mll D mmA H1 N A� A m m CmIZ O pzmz msD Cep Z.11 Z D m Z OT ip o a ONSa� O O m �_ y mOTCZO p 0 D C y p"DD z 0- Q2Ir1, r= O 2 N� 0 m D<A mOT r ZN yy�y G�1\= Gzi "2 TZ z m m O�z m 0. 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