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pitkin.eh.264321104001 (2005) (Duplex)
Permit # 05056 Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 OAl- Cd1/o0.a - Parcel ID # 2643-211-62=62-8 Gr - Type of permit New( X ) Repair( ) Addition/Remodel to House( Name of Owner Lowe W/J LLC s Street Address Lower Bullwinkle Circle Property legal description Lot 66 Block 2 Filing 2 W/J Ranch Homes Subdivision Size of lot .265 Water source W/J Private # of bedrooms in house Caretaker unit # of bedrooms in caretakE:r unit Total square footage of the house 2500 # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) SIX Bedrooms (� Permit information Designed by Schmueser Gordon Meyer Mailing Address 118W6 1h , Glenwood Springs, CO 81601 Perc rate 20 Profile hole depth 20 ft Depth to groundwater or bedrock Minimum Septic tank capacity 2625 gallons Minimum Absorption area Comments +20ft 1878 SF/50% reduce=939 Septic permit approved per compliance with the engineer design and specifications stamped 07-22-05. Any changes must be approved by this department and the design engineer ,prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. Design is for a 1250 gallon one -compartment septic tank followed by a 1500 gallon two-compartment tank with a Biotube Effluent Pump/filter. Flow must be to a baffled distribution box with equal distribution to 5 trenches, 4 trenches with 12 Standard gravelless chambers and one trench with 13 Standard chambers for a total of 61 chambers. This department does not endorse any brand of products. This permit must be kept on-site during installation. 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. "Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly encouraged. Permit approved by: �'L,C1< i9� Date:IF y Plans and specifications of the proWed individual sewage disposal system have been reviewed and 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 bo included with this permit before the final approval will be issued. Installer: Final apl M PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER Lo Of- L-> k t—L C. Owner's Mailing Address P6 -6 r- 17-3 13 Citv. State. Zip ( o t 41 2- Business Phone: qZa - Y / o f IHome Phone. E-mail Address: 3Z)e f M #% #� C tAtQ_ LetA&A. TR�P�L.S�S.�{�� Primary Contact Person (all communication regarding this permit will go through this person) Name r4ILa40 L. S A. S E., -Ir -j Company g06%fZ. G&M-C)e r -L VIA "t_rZ Contact Mailin 5-. a f. f- L Zoe) City, State, Zip LW D S PUS (o `d I Lc I Business Phone: ('97.0) '7`/S -/oa Cell Phone:(9 70 419 2-111 Fax:(47o)9115 S9 Y8 E-mail Address: Nuci-LS o; Sear, -,"c_ cowC Parcel ID # (available from assessor's office < at 920-5160 or at www.pitkinassessor.ora) V 1 y - -� - Building Permit # (if available) Street address of property Legal Description: Lot 66 ,Block 2 Filing Z Subdivision ho rr Size of lot: -..24 < acres. Type of proposed structure: Total square feet of house 2 S b Q # of bedrooms (potential) in house 6 Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms (potential) in caretaker unit Permit is for: New Horne( 'y() Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well.( ) Spring ( ) Stream ( ) Community/Public Water System (�C) If community system: Name of system W /I pr yd� S, s�- vo The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. n The Pitkin County Environmental Health epartme , Pitkin unty a employees of these agencies will be held harmless should the individual sewage disposals tem it r malfun ion. Th permit to construct is issued on information submitted by the applicant or his/her representatives he w r assum s full re onsibility in case of failure of the system. Signature of applicant i Date . 03 SJr.1 of - Received by ( �'"l Receipt # ���� Date m■r■rF P. 1 >K COO ICATION RESULT REPORT ( NOV. 1. 2vwO! 3:58PM FAX HEADER: ENVIRO HEALTH NAT RESOURCE TRANSMITTED/STORED : NOV. 1.2006 3:57PM FILE MODE OPTION ADDRESS RESULT PAGE ------------------- ------------------------------------- - - - - 758 MEMORY TX SGM OK 2/2 --------------------------------------------------------------------- - - - - - - - REASON -FOR -;1,11 R E- 1) H A N Q U P OR LINE FAIL E- 2) BUSY E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION 0 4D PITIIN COUNTY ENVIRONMENTAL HEALTH SL NATURAL RESOURCES DATE: 11/1/2006 Se=nd to: Nicholas A. Senn From: Alicia Gomez Fax Number. 945-5948 Phone Number: 920-5087 CC' Number of Pages, Including Cover: 2 CC Fax Number: 1I URGENT U REPLY ASAP a PLEASE COMMENT o PLEASE REVIEW Q FOR YOUR INFORMATION COMMENTS: Septic Permit #05056 for parcel 2643-211-02-028, owner Lowe W/3 LLC, has been finalized_ Please feel free to call 920-5070 if you have any questions. fax cover Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 81611 Phone (970) 920_5070 I Fax (970) 920.5077 Web site www.aspenpitkin.com/ehnr SCHMUESER GORDON MEYER E N G I N E E R S S U R V E Y O R S October 24, 2006 Ms. Nancy MacKenzie PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT 0405 Castle Creek Rd., Ste. 10 Aspen, CO 81611 GLENWOOD SPRINGS 1 18 W. 6TH, SUITE 200 GLENWOOD SPRINGS, CO 81 60 970-945-1004 FX: 970-945-5948 0 ASPEN P.O. BOX 21 55 ASPEN, CO 81612 970-925-6727 FX: 9 70-9 2 5-4 1 5 7 CRESTED BUTTE P.O. BOX 3088 CRESTED BUTTE, CO 81 224 970-349-5355 FX: 970-349-5358 '1 9 OCT 2 6 2006 PITKIN CWUIv I v t1W HUNMENTAL HEALTH & NATURAL RESOURCES RE: Lowe W/J LLC Property. Parcel #2643-222-11-028, Lot 66 Filing 4 W/J Ranch Pitkin County ISDS Permit No. 05056 Certificate of Installation Dear Nancy: This letter represents a certification of the construction of the Lowe W/J LLC property individual sewage disposal system (ISDS) under Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System No. 05056. The construction of the on-site ISDS has been completed pursuant to plans and specifications prepared by Schmueser Gordon Meyer Inc. The ISDS design at the Lowe W/J LLC property, on Lot 66 in Filing 4 of W/J Ranch, was installed as shown on the plans, configured in 5 trenches, 1 trench with 13 chambers and 4 trenches with 12 chambers, fed by treated wastewater routed through two septic tanks, one 1,250 gallon single cell tank in series with a 1,500 gallon dual cell tank with an Orenco low head effluent pump and vault (totaling 2,750 gallons in capacity) .The effluent pump was a critical component to the design because of the distance to convey the effluent to the trench system. SGM has inspected the installation of the septic tank, collection system, flow splitter and gravelless chamber seepage trenches pursuant to our original plans and specifications. Our inspection during the construction process indicated that the system was installed in a manner consistent with our planset with no substantive revisions to the original design. At the last site visit, the septic tanks were in place and the PVC piping was installed, the distribution box had been leveled and the infiltrator trenches were complete. We have observed the trenches to be level and showing the appropriate number of chambers per our design. I:\2000\2000-252\012\ISDS Certificate Letters\PitCo ISDS Cert Lot 66.doc 0 Aust Islefte wirovide adequate certification of the installation of the Lowe W/J LLC property i -site wastewater disposal system pursuant to plans and specifications prepared by our firm. lease feel free to contact myself or the on site SGM inspection staff at W/J Ranch if we may 'ovide further information. y Truly Yours, HMUESER GORDON mi:vFR imam Nick Senn i Project Engineer Reviewed by: Jay W. Hammond, P.E. Principal, Aspen Office cc: Lowe W/J LLC Steve DeKlute, William H. Baker Construction Attachment: Record Drawing 1:\2000\2000-252\012\[SDS Certificate Letters\PitCo ISDS Cert Lot 66.doc 0 4� INDI YID UAL SEPTIC DISPOSAL SYSTEM LEA CH FIELD RELCOATION PACKAGE For: LOWE ENTERPRISES on behalf of Lot 66 Filing 2, WIJ Ranch Pitkin County, Colorado PROVIDED TO THE OWNER BY: 6 SCHMUESER I GORDON I MEYER E N G I N E E R S ( S U R V E Y O R S package.doc May 18, 2005 Lowe W/J, LLC P.O. Box 12393 Aspen, CO 81612 Attention: Mr. Jim DeFrancia Subject Percolation Testing Filings 2 and 4 Lowe W/J Project No. GSO4478-130 This letter presents the results of our percolation testing for Filings 2 and 4 at Lowe W/J in Pitkin County, Colorado. Our scope of services for the project were outlined in our Proposal No. GS 05-133. The following sections describe our percolation test method and present percolation test results. Percolation Test Method The individual sewage disposal systems (ISDS) for lots in Filings 2 and 4 at Lowe W/J wil] be grouped together. Each of the twelve lots has been provided with a 1/2 acre parcel for the ISDS (see Figure 1). Our experience at the site indicates subsurface conditions are generally similar throughout Filings 2 and 4. Therefore, because of the close proximity of the ISDS locations, we judged percolation testing could be reduced to less than the typical, three pits per ISDS parcel. From a geotechnical engineering perspective, one percolation test per ISDS parcel is appropriate to estimate the design percolation rate for all twelve of the ISDS systems in Filings 2 and 4. We discussed our proposed approach to percolation testing with Ms. Nancy MacKenzie of the Pitkin County Department of Environmental Health. Ms. MacKenzie agreed that one percolation pit in each of the ISDS parcels would likely be sufficient, provided actual conditions exposed in the pits were consistent across the site. Based on our conversation, we also decided to limit the number of profile pits at the site to two. Our staff engineer directed excavation of the profile and percolation pits on April 20, 2005. One percolation pit was excavated with a backhoe at the center of each of the twelve ISDS parcels. The centers of the ISDS parcels were staked by Schmueser Gordon Meyer, Inc., prior to excavation operations. Two profile pits 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 r M (Profile 1 and Profile 2) were excavated at the approximate locations shown on Figure 1. Profile pits were backfilled immediately after subsurface conditions were logged. Subsoils at the site generally consist of gravel, cobbles and boulders in a silty to clayey matrix. Graphic logs of the soil encountered in the profile and percolation pits are shown on Figure 2. Percolation Fest Results The percolation pits were prepared for testing on April 21, 2005. Our staff engineer performed percolation testing in the pits on April 22, 2005. Inconsistent percolation test results occurred in pits P-1, P-3 and P-8. These three percolation pits were cleaned out with a backhoe on May 11, 2005 and the pits were prepared for retesting. The retests were performed by our field representative on May 12, 2005. Test results are presented on Figures 3 through 6. Results from P-1, P-3 and P-8 are from the retests. Our percolation test results indicate that a percolation rate of about 20 min/inch should be used for design of ISDS systems in Filings 2 and 4. The absorption zone for the ISDS on each parcel should be in the silty to clayey gravel soils. We appreciate the opportunity to work with you on this project. If you have questions, please call. Very Truly Yours CTL I THOMPSON, INC. Edward R. White, E.I. Staff Engineer Reviewed by: .J J FJect D. I P oEn ERW:JDK: LOWE WIJ, LLC FILING NO. 2 AND 4, LOWE W/J PROJECT NO. GSO"78-130 2 2 SCALE: 1'= 7 W Lowe W/J, LLC fip@ 2 & 4, Lows W/J project No. GSO4478-130 / to i -1 i / 1000, / Approxim Locations of Percole Pits Fig U 5 '— 10 P-6 0 m m c 5 L a m 0 10 LEGEND: Project No. GSO4478-130 P-1 P-2 P-3 P-4 o a 0 a a a P-8 P-9 P-10 P-11 P-12 a a 0 a a a a Clay, sandy, stiff, moist, brown. (CL) Gravel, cobbles, boulders, silty to clayey, El, dense to very dense, gray, brown. (GM, GC–GM) NOTES: 1. Profile and percolation pits were excavated with 1 backhoe onApril 20, 200-9 its P-1, P-3 and P-8 were extended on May 11, 2005. Profile pits were backfilled immediately after subsurface conditions were logged. 2. Percolation pits were excavated at the center of each planned ISDS parcel. The centers of tho ISDS parcels were staked by Schmueser Gordan Meyer, Inc. Locations of profile pits are approximate. SUMMARY LOGS OF PERCOLATION PITS L 5 SAT U RAT 10 N AN DATE: P-1 05111 PREPARATION and P-2 04/21/05 TIME AT START OF SATURATION: 11:00 am PERCOLATION TEST DATE: P-1 05/12105 and P-2 04/22105 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS H ,S) TIME AT ! START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) 1:30 15 5.25 5.75 0.5 30 1:45 15 5.75 6.0 0.25 60 2:00 15 6.0 6.25 0.25 60 2:15 15 4.5 5.0 0.5 30 2:30 15 5.0 5.5 0.25 60 2:45 15 5.25 5.5 0.25 60 3:00 15 5.5 5.75 0.25 60 3:15 15 4.0 4.5 0.5 30 3:30 15 4.5 4.75 0.25 60 3:45 15 4.75' 4.75 0.0 -- 4:00 15 4.75 5.25 0.5 30 4:15 15 5.25 5.5 1 0.25 60 4:30 15 5.5 5.75 0.25 60 8:00 15 29.0 34.0 5.0 3 8:15 20 28.0 31.0 3.0 7 8:35 15 31.0 32.0 1.0 15 8:50 20 32.0 33.0 1.0 20 9:10 20 33.0 35.0 2.0 10 9:30 20 31.0 32.0 1 1.0 20 9:50 20 32.0 33.0 1.0 20 10:10 20 33.0 32.0 1.0 20 LOWE W/J, LLC FILING NO. 2 AND 4, LOWE W/J PROJECT NO. GSO"78-130 Fig. 3 IFSATURATION AND PREPARATION PERCOLATION TEST DATE: P-3 05/11/05 and P4 & P-5 04/21/05 TIME AT START OF SATURATION: 11:00 am DATE: p-3 5/12/04 and P-4 & P-5 04/22/05 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO START OF INTERVAL (INCHES) WATER END OF INTERVAL (INCHES) CHANGE PERCOLA- IN WATER TION RATE DEPTH (MIN/INCH) (INCHES) 1:30 1:45 15 5.25 5.25 0.0 -- P-3 P-4 P-5 48 39 36 15 5.25 5.25 0.0 -- 2:00 15 5.25 5.5 0.25 60 2:15 15 3.5 4.5 1.0 15 2:30 2:45 300 3:15 15 4.5 5.0 0.5 30 15 5.0 5.25 0.25 60 15 5.25 5.5 0.25 60 15 5.5 6.0 0.5 30 3:30 15 6.0 6.5 0.5 30 3:45 4:00 15 6.5 6.75 0.25 60 15 4.75 5.5 0.75 20 4:15 4:30 15 5.5 5.75 0.25 60 15 5.75 6.0 0.25 60 10:35 10:55 20 35.0 E39.0 4.0 5 10 35.0 4.0 5 11:10 11:15 5 34.0 37.0 3.0 2 5 37.0 39.0 2.0 3 7:50 15 30.0 33.0 3.0 5 8:05 8:20 8:40 15 33.0 35.0 2.0 8 20 29.0 30.0 1.0 20 15 30.0 32.0 2.0 8 8:55 20 32.0 34.0 2.0 10 9:15 9:35 20 30.0 32.0 2.0 10 20 32.0 34.0 2.0 10 LOWE WIJ, LLC Fig. 4 FILING NO. 2 AND 4, LOWE WIJ PROJECT NO. GSO4478-130 7 SATURATION ANY PREPARATION PERCOLATION TEST DATE: 04/21/05 TIME AT START OF SATURATION: 10:30 am DATE: 04/22/05 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS --T--- HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) 36 8:05 15 25.0 32.0 7.0 2 P-6 8:20 20 25.0 30.0 5.0 4 8:40 15 30.0 32.0 2.0 8 8:55 20 32.0 35.0 3.0 7 9:15 20 31.0 33.0 2.0 10 9:35 20 33.0 35.0 2.0 10 9:55 20 32.0 34.0 2.0 10 P-7 35 10:25 20 30.0 32.0 2.0 10 10:45 20 32.0 34.0 2.0 10 11:05 20 34.0 34.0 0.0 -- 11:25 20 31.0 32.0 1.0 20 11:45 20 32.0 31.5 0.5 40 12:05 20 31.5 32.75 1.25 16 12:25 20 32.75 33.75 1.0 20 12:45 20 30.0 31.5 1.5 13 1:05 20 31.5 32.75 1.25 16 1:25 20 32.75 33.5 0.75 27 LOWE WIJ, LLC Fig. 5 FILING NO. 2 AND 4, LOWE WIJ PROJECT NO. GSO4478-130 SATURATION AND PREPARATION PERCOLATION TEST DATE: P-8 05/11/_011 TIME AT START 6F and P-9 04/21/05 SATURATION: 11:00 am DATE: P-8 05/12/05 and P-9 04/22/05 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS 'H =S) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) 1:30 15 5.25 1:45 15 5.5 2:00 15 5.25 8.0 2.75 6 2:15 15 5.5 9.0 3.5 4 2:30 15 4.5 8.5 4.0 4 2:45 15 5.0 9.25 4.25 4 3:00 15 5.25 8.5 3.25 5 3:15 15 6.0 9.5 3.5 4 3:30 15 5.5 8.0 2.5 6 3:45 15 4.75 7.75 3.0 5 4:00 15 5.5 9.5 4.0 4 4:15 15 5.5 9.0 3.5 4 4:30 15 6.0 8.75 2.75 6 7:55 15 32.0 35.0 3.0 5 8:10 15 35.0 35.0 0.0 -- 8:25 15 32.0 32.0 0.0 -- 8:40 15 32.0 36.0 5.0 4 8:55 25 36.0 36.0 0.0 -- 9:20 20 34.0 36.0 2.0 10 9:40 20 32.0 32.0 0.0 -- 10:00 20 32.0 34.0 2.0 10 10:20 20 34.0 36.0 2.0 10 LOWE W/J, LLC Fig. 6 FILING NO. 2 AND 4, LOWE W/J PROJECT NO. GSO4478-130 11111 SATURATION AND PREPARATION PERCOLATION TEST P-11 DATE: 04121/05 TIME AT START F SATURATION: 10:30 am DATE: 04/22/05 WATER IN BORING AFTER 24 HOURS YES X NO 31.0 HOLE DEPTH NUMBER (INCHES) PERCOLATION TEST RESULTS TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) 32.0 START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) 20 P-10 38 8:10 15 29.0 37.0 8.0 2 11:25 20 31.0 31.5 8:25 15 33.0 34.0 1.0 11:45 20 31.5 8:40 15 34.0 38.0 4.0 4 4 32.5 33.5 1.0 20 8:55 25 34.0 34.0 0.0 -- 34.5 1.0 9:20 20 34.0 36.0 2.0 10 9:40 20 36.0 34.0 2.0 10 10:00 20 32.0 36.0 2.0 10 P-11 35 10:25 20 31.0 32.0 1.0 20 10:45 20 32.0 33.0 1.0 20 11:05 20 33.0 35.0 2.0 10 1.0 11:25 20 31.0 31.5 0.5 40 1.25 16 11:45 20 31.5 32.5 1.0 20 1.0 12:05 20 32.5 33.5 1.0 20 1.0 20 12:25 20 33.5 34.5 1.0 20 P-12 38,5 10:35 20 35.0 37.0 2.0 10 10:55 20 37.0 37.0 0.0 -- 11:15 20 35.0 36.0 1.0 20 11:35 20 36.0 37.25 1.25 16 11:55 20 37.25 38.25 1.0 20 12:15 20 36.0 37.0 1.0 20 LOWE WIJ, LLC Fig. 7 FILING NO.2 AND 4, LOWE WIJ PROJECT NO. GSO4478.130 Residential Applications Orenco Systems' Incorporated Changing ,% Way the World Doest 1-800-348-9843 www.orenco.com Installation Guide Installation Guide: ProSTEP w Effluent Pump Packages Table of Contents Before You d.� Installation Step 1: Install Access Risers ...........................................Page 2 Step 2: Install Biotube® Pump Vault ......................................Page 3 Step 3: Install Splice Box ..............................................Page 3 Step 4: Install Pump & Discharge Assembly ...............................Page 4 Step 5: Install Float Assembly ..........................................Page 5 Step 6: Install Control Panel ............................................Page 7 Step 7: Backfill Installation .............................................Page 7 Start -Up and 'lN 1k Part 1: Start -Up for On -Demand Systems .................................Page 8 Part 2: Start -Up for Timed Systems (with MVP) ............................Page 10 Part 3: Brief Maintenance Summary .....................................Page 12 Part 4: Appendixes .............................................. ...Page 14 Reference Docul This manual covers installation of all components of a ProSTEPTM Pump Package for typical systems. If you have customs installation procedures, refer to the documentation that came with your custom components. This document also refers to a number of other documents that can be found on our online Document Library for more detailed instructions. Some of these documents include the following: • Access Riser Instructions 0IN-RL4-RR-1) • Discharge Plumbing Assembly Installation, Operation, and Maintenance Instructions (NI7V-HV-HV-2) • Float Switch Assembly Installation, Operation, and Maintenance Instructions (NIN-MF-MF-1) • Float Collar Instruction Guide (NIN-MF-MFCl) • Splice Box Installation, Operation, and Maintenance Instructions (EI7V-SB-SB-1) • Explosion -Proof Cord Connector Installation Instructions (EI7V-SB-SBX-1) To access our online Document Library, go to www. orenco . com. Products described in this manual are covered by the following U.S. Patent numbers: 5,492,635 and 4,439,323. NIM -EPS -1 © 2003 Orenco Systems* Inc. Rev 1.0, 4/03 400 Installation Guide: ProSTEP' Effluent Pump Packages Before You'iBegin... At Orenco, we've worked hard to make your installation as easy and "hassle -free" as possible. The ProSTEPTM Pump Package comes as a totally integrated package that can be installed in most tanks in a matter of hours. All components are designed to fit together well, and field cuts are kept to a minimum. Before you begin', installing your Orenco ProSTEPTM Pump Package, read this entire manual. You'll save yourself time and money on installation day, and you'll reduce the potential for call-backs. In particular, review the preparation steps and the installation sequence before doing anything. First, make sure the watertight tank has been installed according to the manufacturer's instructions, and that it has been tested for watertightness If required by the tank manufacturer, all backfilling should be completed as well. Check Your Package! When your equipment arrives, be sure to check your ProSTEPTM Pump Package for all components. Each Orenco pump package comes with a control panel, splice box, discharge assembly, Biotube® pump vault, float assembly, and effluent pump. O Control panel 0 © Risers, lids, adapters ordered separately © Splice box ©' O Discharge assembly © © Biotube® pump vault O Float assembly Q O Effluent pump 0 Since there is so mich variation in tank sizes, you must order risers, lids, and riser -to -tank adapters sepa- rately. You will also need ADH100 and N A320 adhesives, and perhaps bolt -down kits, grommets, and conduit seal, all of Which are available in Orenco's Product Catalog. If you don't have an Orenco product catalog, call 1-800-348-9843 to request one or go to www. orenco . com and click on Product Catalog. © 2003 Orenco Systems' lnc. NIM -EPS -1 Rev 1.0, 4103 MI In�tallation Guide: ProSTEP-EffluentPump Packages Step 1: Install Access Risers It is assumed for this step that you are installing into a fiber- glass tank or a concrete tank with tank adapters cast in. If adapters have not been installed, see Access Riser Instructions (NTN-RLA-RR-1)_* Step la: Orient risers with grommeted holes in the directions shown on your engineering plans. For any risers that will have electrical conduits running to them, try to orient electrical grommeted holes to minimize the number of bends. (National Electrical Code limits the sum of all bends in a run to 360 degrees.) NOTE: If you need to install a grommet, see Appendix 1, on page 14, before proceeding. Step lb: Wipe the areas to be bonded with a clean rag to ensure a clean, dry bonding surface that is free of debris. Step lc: There are several methods of applying adhesive to the outside and inside of the riser tank adapter. You can use ADH 100 or MA320 alone. However, because ADH 100 does not provide a structural joint for approximately 24 hours and may therefore delay installation and backfilling, you may want to use both adhesives. If so, apply MA320 to the outside sur- face of the riser tank adapter for a quick (usually an hour or less) structural joint. Step I d: Carefully slide the riser onto the adapter. Orient the riser correctly before the adhesive starts to set. Step le: If you are using both types of adhesive, apply a bead ofADH 100 adhesive to the inside of the adapter and riser Joint. Use a putty knife or similar tool to form a continuous fillet between the tank adapter and the inside of the riser. Step if. Ater the adhesives have hardened, test the water- tightness of the tank and the riser joint. To do this, cap the tank inlet pipe and fill the tank with clean water to a level one inch above the adhesive joint in the riser. Do not allow the water level to rise more than three inches into the riser because struc- tural damage to the tank may occur. CAUTION: Check the tank manufacturer's guidelines before filling the tanks. Some tank manufacturers require a partial or complete backfill before a tank is filled. * You can find this document on Orenco' online Document Library at www.orenco.com. NIM -EPS -1 © 2003 Orenco Systems' Inc. Rev 1.0, 4/03 installation Guide: ProSTEP'' Effluent Pump Packages Step 2 Install BiotuPump Vau The Biotube pump vault is suspended in the tank by Schedule 80 support pipes (unless it is designed specifically to rest on the bottom of the tank). The vault comes with a Biotube filter cartridge, float stem bracket, and support pipes. Each pump vault houses either one (simplex) or two (duplex) high -head effluent pumps, discharge assemblies, Biotube fil- ter cartridge, float switch assembly, and float stem bracket. Step 2a: The Biotube pump vault comes with standard length support pipes preinstalled for a 24 -inch riser. If you receive longer pipes for 30 -inch risers, detach them from the packaging material and remove one screw from each pipe. Slide the sup- port pipes through the holes in the support brackets at the top of the vault. Reinstall the screws. NOTE. If you need longer support pipes, contact Orenco Systems or your local distributor. Step 2b: Gently lower the vault into position in the access riser. The support pipes should rest on top of the tank (unless the vault was designed specifically to rest on the tank bottom). IMPORTANT.• If the tank is full of sewage, rest the vault on top of the liquid surface and lower it by filling the vault with water (from a hose) to prevent any floating materials from entering the vault through the inlet holes, as well as to counteract the buoyancy of the empty vault. Step�,�%nsfall�tsP �ce�.�a The electrical splice box — typically mounted inside the access riser, above the pump vault and about six inches below the top of the access riser —provides a safe and legal space for splicing cables from pumps or float switches. The splice box comes with waterproof wire nuts necessary to splice the appropriate floats and pumps. To install a splice box, lubricate both the outside of the conduit coupling and the grommet with pipe lubricant or an equivalent product. Slide the coupling through the grommet in the access riser wall. Make sure the box is pushed snug against the wall, allowing for removal of any pumping equipment. NOTE: Detailed splice box installation instructions can be found in the splice box. See also Appendix 2, on page 15, for splice box wiring instructions. © 2003 Orenco Systems' Inc. NIM -EPS -1 Rev 1.0, 4/03 M n sta I I ati o n Guide: ProSTEP'' Effluent Pump Packages Sfep 4: Insfall Pump and Discharge Assembly Step 4a: The discharge assembly is the route by which the effluent travels from the effluent pump to the transport pipe. It is composed of rigid PVC pipe, a flexible PVC hose, a union, and a series of threaded elbows. Step 4b: Screw the male adapter at the bottom of the discharge plwrpbing assembly stem into the pump discharge. Step 4c: For risers 24" or less in height, lower the pump and discharge plumbing assembly stem into the flow inducer and mark the stem '1" above the to of the flow inducer. Of the riser height is greater than 24", refer to NIN-HV-HV-2* for more detailed instructions.) Cut the stem at the mark and glue the cut end of the steal to the upper portion of the assembly. Install the pump into the vault by carefully lowering the pump and dis- charge assembly into the flow inducer. IMPORTANT•'', Do not use the pump cable to lower the pump! Step 4d: Usin$ pipe lubricant or an equivalent product, lubricate the access riser grommet and the gray Schedule 80 nipple on the discharge assembly. Push the nipple through the grommet. Step 4e: Exercise the (optional) ball valve or gate valve by rotating the handle back and forth to assure that there is enough operating room for the handle. Step 4f: Apply teflon tape or paste to the threads of the nipple extending from the access riser and screw the threaded female end of the external flex connection (if used) onto the nipple. Step 4g: Glue the transport pipe to the coupling on the end of the flex connection. Step 4h: Position the vault in the riser so that the support pipes do not interfere with plumbing or wiring. If you place it correctly, the vault should clear the splice box and discharge assembly when you remove it. Step 4i: If you have deep access risers and need longer Biotube cartridge handles to facilitate maintenance, install V diameter PVC pipe extensions. For handle assembly, remove set screws from crossbar, install extra pipe, and reinstall crossbar. Flexible PVC hose Field cut to length Stem Male adapter * You can find this document on Orenco's online Document Library at www.orenco.com. NIM -EPS -1 Rev 1.0, 4/03 Grommet fat 12 o'clock) Splice box Discharge assembly ,. Grommet (at 3 o'clock) 4f Support pipes Biotube pump vault © 2003 Orenco Systems* Inc. Installation Guide: ProSTEP'M Effluent Pump Packages marker tags Step 5a: Each float cable is provided with a color marker that indicates the function of the float. Make sure your float cable markers correspond with the testing instructions and splice box wiring diagrams. (If the testing instructions or splice box wiring diagrams do not match your float cable marker colors, contact Orenco Systems or your local distributor for assistance.) The two most common pumping systems are "on -demand" and "timed." On -demand systems typically use the Y/G/W (yellow/green/white) or YB/R (yellow/blue/red) float set; timed systems typically use the YG/R/W (yellow -green/ red/white) float set. (Refer to the table below.) If your system differs from these types, refer to the instructions that go with your control panel. Float Functions and Color Marker Tags Float Step Install Float Assemble �.,.. The float switch assembly mounts in the pump vault by clip- ping into the float bracket. You can detach the assembly , n,` without removing either the Biotube cartridge or pump vault. Top IMPORTANT Float positions are critical and should be set } according to the engineering plans. Make sure the floats can move freely without interfering with each other and that they do not come in contact with the vault wall. marker tags Step 5a: Each float cable is provided with a color marker that indicates the function of the float. Make sure your float cable markers correspond with the testing instructions and splice box wiring diagrams. (If the testing instructions or splice box wiring diagrams do not match your float cable marker colors, contact Orenco Systems or your local distributor for assistance.) The two most common pumping systems are "on -demand" and "timed." On -demand systems typically use the Y/G/W (yellow/green/white) or YB/R (yellow/blue/red) float set; timed systems typically use the YG/R/W (yellow -green/ red/white) float set. (Refer to the table below.) If your system differs from these types, refer to the instructions that go with your control panel. Float Functions and Color Marker Tags Float On -Demand g ; y Timed Dose , n,` Top O High-level alarm O High-level alarm ® High-level alarm/ timer override Middle 0 Pump on © Pump on/off Q Timer on/off Bottom Q Pump off © Redundant off/ © Redundant off/ low-level alarm low-level alarm Step 5b: The floats are assembled at the factory in an offset alignment so that they will not interfere with each other. However, if you notice a float interfering with another, you may adjust it by loosening the stainless steel set screw in the float collar with a phillips screwdriver. Slowly back the screw out of the collar to a point at which the collar may be adjusted. Do not back the screw completely out of the collar. Rotate the collar on the stem until the float switches can move freely past one another. Tighten the stainless steel screw and recheck. WARNING: Do not alter the float tether lengths. Altering tether lengths may disrupt proper operation of the assembly. © 2003 Orenco SYMMS` I,ac. NIM -EPS -1 Rev 1.0, 4/03 Installation Guide: ProSTEP' Effluent Pump Packages Step 5c: Although float switches are assembled at the factory for the appropriate depths, compare the float settings with the project plans and specifications. If you need to adjust a setting, loosen the set screw as described in Step 5b and follow the instructions below with respect to the system in use: On -demand systems. Measuring from the set screw, the top float is normally set 1" to 2" below the tank inlet invert. The pump on/off (middle) float should be set 4.5" below that. The redundant off (bottom) float should be set 3.5" below the middle float.* (Make sure the bottom float does NOT rest on top of the Biotube cartridge, or it might not oper- ate correctly in aG low-level situation.) Timed dose systems. Measuring from the set screw, the top float is normally set 1" to 2" below the tank inlet invert. The bottom float should be positioned no closer than 1.5" from the top of the Biotube cartridge.* (Make sure the bottom float does NOT rest on top of the cartridge, or it might not operate correctly in a low-level situation.) The middle float in timed dose systems marks the lower boundary of the surge volume, with the top (high-level alarm) float marking the upper boundary. For most residential applications, the recommended surge volume is approximately 150 to 250 gallons. Adjust the middle float switch to the desired level and tighten the set screw. WARNING: The float stem provided is the maximum length possible without interfering with the pump minimum liquid level or screened pump vault intake ports. Never lengthen the float stem without prior approval from Orenco. Lengthening of the float stem will void the warranty. Step 5d: Replace the float assembly in the float bracket. Make sure the assembly snaps fully into the float bracket. Step 5e: Wrap the excess float cord cables around the splice box and tie them together to prevent them from slipping back into the vault and interfering with the operation of the floats. Step 5f: The float assembly may be extended by gluing a 1" diameter PVC pipe'',into the float assembly handle, typically up to about one foot from grade level. * These are standard settings. Make sure float level settings meet state and local regulations. NIM -EPS -1 Rev 1.0, 4/03 © 2003 Orenco Systems' Inc. _ Top _ ® float Middle ® _ float Surge volume Float tether Bottom float _ On -demand Timed dose systems systems * These are standard settings. Make sure float level settings meet state and local regulations. NIM -EPS -1 Rev 1.0, 4/03 © 2003 Orenco Systems' Inc. Installation Guide: ProSTEP'' Effluent Pump Packages Step 6 itc.- Pan For complete control panel installation instructions, see the installation manual for the electrical control panel that comes with your system. These instructions ship tucked into the door pouch inside the control panel.* Step 6a: Make sure the instructions and items supplied conform to state and local regulations. Step 6b: A qualified and licensed electrician should install and service the panel and ancillary wiring in compliance with the National Electric Code, as well as state and local codes. (Wiring diagrams can be found in the installation manual* that comes with the panel.) Wiring will include the following items: a) Incoming power to the panel. There may be one or more circuits required, depending upon the number of pumps and local electrical codes. b) Wiring from the control panel to the pump and floats. c) Wiring to a discharge pump and floats (if applicable). NOTE: While we do not recommend installing a control panel against the wall of a bedroom, living room, or other living space, you could mount it on a 44 post adjacent to such a wall. Step 7a: Backfill the excavation. Follow the tank manufactur- er's guidelines for backfilling the tanks. Step 7b: Be sure to backfill evenly and carefully around the riser and all pipes and conduit, so that no breakage occurs. Native material is acceptable if it has no large or sharp rocks that may damage the tank walls. If native material is not usable, backfill with sand or pea gravel. Slope the ground away from the tanks to prevent surface water from ponding on or around them. Cold weather installation may require pea grav- el backfill around risers to prevent frost heave. After backfilling is complete, risers should protrude one to three inches above grade to allow for settling of the tank. IMPORTANT Make sure that all riser lids are secure before backfilling. *If the instructions are missing or have been removed from the door pouch inside the control panel, call Orenco for a replacement or download a copy of the instructions from our online Document Library at www.orenco.com. © 2003 Orenco Systems* 10� - NIM -EPS -1 Rev 1.0, 4103 rA Installation Guide: ProSTEP' Effluent Pump Packages Start„ Up,for OnDemand $ystem Step 1: Use the log sheet from the door pouch inside the control panel to document measurements and other data. ]VOTE: Allpanels are tested before leaving the factory. If a panel has a functional problem, check the wiring diagrams for proper wiring. Step 2: Before proceeding, fully open the ball valve on the discharge plumbing assembly and make sure the pump is submerged. Step 3: During normal operation, the bottom float will be up. Raise it to simulate normal operation. Step 4: Check the automatic operation of the high level alarm. Raise the top float to activate the red light and audible alarm. If the light does not illuminate, check it for damage that may have occurred during shipping. Press the "silence" button on the front of the panel enclosure to silence the alarm. This will disengage the audible alarm but will not turn off the visi- ble light. Lowering,the float should cause the light to go off. Step 5: Set the MOA (Manual/Off/Automatic) switch in the control panel to MAN (manual). Make sure the pump is running. Orenco pumps have a 1/8 -inch bypass orifice in the discharge head. During the pumping cycle, some noise as a result of the recirculation withia the flow inducer is to be expected. Step 6: Measure the amperage of the pump by placing a loop ammeter around one of the wire loops above the pump circuit breaker. (Make sure not to use the control panel's wire loop.) Record this value on the label provided in the control panel. Step 7: Using standard electrical probes, measure the voltage of the pump by touching the probes to the pump terminals in the control panel while the pump is running. (Refer to the wiring diagrams for your panel for the exact terminals.) Record this value on the labjel provided in the control panel. Step 8: Set the MOA switch to automatic (AUTO). Raise the middle (pump on/off) float. The pump should engage and con- tinue to run until your lower the middle float. (Remember, the bottom float must be UP for this to work.) NIM -EPS -1 Rev 1.0, 4/03 7°., 1 ,:- re f ._... t © 2003 Orenco Systems* Inc. Installation Guide: ProSTEP' Effluent Pump Packages Step 9: Check the pump off or redundant off float. • YB/R: Raise the middle float to engage the pump. Lower this float then the bottom float. The pump should shut off when the lower float is lowered. • Y/G/W: Raise the middle float to engage the pump. While keeping this float in the up position, lower the bottom float. The pump should shut off and the audible and visual alarms should engage. Step 10: Check for easy pump vault removal. The ability to easily remove the Biotube pump vault for maintenance is essential and depends on careful installation in accordance with Orenco instructions. To be certain that the components have been correctly installed and to avoid future maintenance problems, practice the removal process below. • Completely close the ball valve on the discharge assembly. Disconnect the PVC union next to the ball valve. • Remove the pump from its flow inducer and set it aside on the lid to protect it from mud or sand. (You do not need to disconnect the pump's electrical cord.) • Remove the float assembly from the vault and set it aside. • Pull the Biotube pump vault out of the tank. There should be enough clearance between the ball valve and splice box to allow unhindered removal of the vault. After you are satisfied that you can successfully remove the vault, lower the vault back into the tank and replace the float assembly. To prevent the vault from floating, run clear water (from a hose) into it to sink it. Then do the following: • Lower the pump and reconnect the discharge assembly into the flow inducer. • Open the ball valve completely. • Secure the access riser lid. © 2003 Orenco Systems' Iric. NIM -EPS -1 Rev 1.0, 4/03 Installation Guide: ProSTEP'' Effluent Pump Packages Start -Up for 7-1med Systems (with MVP, panel) , Step 1: Use the log sheet from the door pouch inside the control panel to document measurements and other data. NOTE: All panels are tested before leaving the factory. If a panel has a functional problem, check the wiring diagrams for proper wiring. Step 2: Before proceeding, fully open the ball valve on the discharge plumbing assembly and make sure the pump is submerged. Step 3: Familiarize yourself with the means of determining the types of alarms+ Whenever an alarm condition occurs, the audible alarm will sound, and the red light on the front of the panel will illuminate. You can silence the audible portion of all alarms by pushing the illuminated light. You can determine the type of alarm condition by the steady/blinking status of the alarm light: • Steady light: high-level alarm • Blinking light: low-level alarm You can also determine the float positions and alarm conditions by viewing the LCIS screen inside the control panel. Step 4: To test the operation of the floats, remove the float stem from the pump vault. All floats go from "open" to "closed" position when the liquid level is near the center of the float collar. The differential (drawdown) of the float is approximately 1/8", Drop the bottom float to its open (down) position to verify operation of the low-level alarm. The audible alarm should sound and the red alarm light should blink. When the low- level alarm is activated, the pump should also be inoperable. Verify this by flipping the MOA switch to manual. During normal system operation, the bottom float will be in its closed (up) position. Keeping the bottom float up, raise the top float to its closed (up) position. The high water alarm should sound and the red alarm light should shine steadily. During normal system operation, the top float will be in its open (down) position. NIM -EPS -1 Rev 1.0, 4/03 ON X Y OFF © 2003 Orenco Systems' Inc. Installation Guide: ProSTEP' Effluent Pump Packages Step 5: Set the panel's programmable timer: a. Press the ESC key. b. Press the down arrow key to select "Set Param." c. Press the OK key. WARNING: Do not select "Stop. " Selecting this option will erase the panel programming and will require an EEPROM (not shipped with the panel) to reprogram. If you inadver- tently press the OK button while "Stop " is highlighted, select "No " on the confirmation screen and press OK to go back to the timer setting menu. d. Use the up and down arrow keys to scroll through the parameters. When you find one you wish to alter, press the OK key. e. Use the left and right arrow keys to highlight the character you wish to change. When the cursor is over the character, use the up and down arrow keys to change its value. When you are satisfied with the value, press the OK key. E To set other parameters, repeat the previous two steps. g. Press the ESC key twice to exit. NOTE: More detailed timer setting instructions can be found in the control panels door pouch. * Make sure all these activities have been performed: • Valves are back in their recommended positions. • Control panels have been set to automatic and circuit breakers have all been switched back on. • Household water lines have been turned back on. • Lids and lid bolts are properly in place and secure. CA UTION: AN UNLOCKED LID OR OPEN TANK ACCESS ISA SAFETYHAZARD! The tank access lid must be properly secured to the riser at all times. If bolts are lost or damaged, contact Orenco or your local distributor immediately for replacements. * If the instructions are missing or have been removedfrom the door pouch inside the control panel, call Orenco for a replacement or download a copy of the instructions from our online Document Library at www.orenco.com. © 2003 Orenco Systems, Ink. NIM -EPS -1 Rev 1.0.4/03 Installation Guide: ProSTEP'' Effluent Pump Packages Brief MMnten. nce Summar Whenever servicing your wastewater treatment system... • Wear clothing that covers all parts of the body exposed to wastewater or effluent and personal protection equipment, (rubber gloves, goggles), whenever handling components that come in contact with wastewater or effluent. • Practice proper personal hygiene after service is complete. • When working with electrical components, switch off the power at the service entrance panel and set the circuit breakers to OFF. If the control panel is not within view of the pumping system, use lockout/tagout procedures. NOTE. For complete maintenance instructions, search Orencos online Document Library. (Look under Instructions, General in the `Search by Category "function) Biotube PumpWault Maintenan Step 1: Determine whether the Biotube filter needs clean- ing. Turn the pump on by flipping the MOA switch in the control panel to Manual. Let the pump run about 30 seconds and watch inside the Biotube pump vault for any noticeable difference between the vault's liquid level and the tank liquid level. Flip the MOA switch back to AUTO. If the liquid level difference between the inside and outside of the vault reaches about two' inches or more, or if the low-level alarm is activated, the Biotube cartridge may need to be cleaned. Step 2: If the Biotube filter needs cleaning, do the following: • Switch the MOA and the circuit breakers in the control panel to OFF. ' • Slide the Biotube cartridge out of the pump vault. • Hold the Biotube cartridge over an open inlet of the tank or primary compartment. • Carefully spray the build-up into the tank (not into the pump vault). • If there are significant solids in the vault, remove and clean the vault too. Step 3: Pull the pump and place it on a cleanable surface, like the riser lid, orf in a plastic trash can. Check the intake screen; wash off particles as necessary. Record the kinds of particles (cigarette butts, hair, lint, kitty litter, cloth wipes, gum, grease build -Up, etc.) on a system maintenance log and report your findings to the user/homeowner (for education). NIM -EPS -1 Rev 1.0.4/03 © 2003 Orenco Systems* Inc. Installation Guide: ProSTEP' Effluent Pump Packages Float „Assembly Maintenance: Verify that floats are properly secured to the float stem. Verify that float cords are neatly wrapped inside the riser so that they cannot interfere with the operation of the floats. With the MOA switch set to AUTO, simulate system opera- tion by lifling the floats in the same order that the liquid would lift them (bottom, middle, then top). Remove any inoperative float and replace it with a new one. Refer to Float Collar Instruction Guide (NI7V--MF-MFC-1)* and the maintenance section of Float Switch Assembly Instructions (NI7V-MF-MF-1)* for more detailed information on float assembly repair/replacement. Splice Box Maintenane: IMPORTANT Before doing any work on the wiring to the level control floats and pump in the vault or in the control panel, switch the circuit breakers in the panel to their OFF positions and switch off the power to the system at the service entrance panel. Remove splice box lid and check for moisture. (Some con- densation is normal.) Inspect the splice box to ensure lid and connections are secure. If the splice box was submerged, or if there is a crack in the conduit, there may be water in the splice box. If this is the case, remove water from the splice box with a syringe, sponge, or similar method. Refer to document NIN-SB-SB-1 * for instructions to splice the float wire to the wire from the control panel. Attach the common wire with the other commons using the waterproof wire nut. It may be necessary to replace this wire nut with a new watertight wire nut. Always use watertight wire nuts or heat shrink splice kits for all connections! * You can find this document on Orencos online Document Library at wwworenco.com. © 2003 Orenco Systems•IOC. Rev 1NIM.EPS-1 .0, 4N3 Installation Guide: ProSTEP- Effluent Pump Packages gppel%. T.� p t Installation Instructions Step 1: To install grommets in the field, first mark the riser for location of the grommets — in the 12 o'clock and 3 o'clock positions, as shown in the diagram. (For Perma-Loc risers, you should try to avoid cutting through the pipe seam — the extra thick rib — unless it is unavoidable.) Step 2: Using a 4" grinder or other cutting too], notch through the PVC ribs to the wall of the PVC riser. Remove an area of ribbing eg1W to approximately 1" larger than the grom- met diameter. Step 3: Using a hummer and chisel, break the notched ribs from the riser. Use a grinder to remove any remaining rib material so that you are left with a smooth area, ensuring a watertight fit. Step 4: Using the iGrommet Hole Saw Sizing Chart below, select a hole saw for the grommet installation and drill out the opening. Use a debtnring tool or knife to deburr the edges of the opening, being careful not to enlarge the opening. Grommet Hole $aw Sizing Chart Grommet/ Pipe giameter Size lin,) - . Hole Size (in.) , 1/2 1 3/4 1-1/4 1-9/16 1-1/4 1-3/4 1-1/2 2-1/8 2-3/4 3-7/8 4 5 Step 5: Install the grommet in the riser. Optional: Applying a bead ofADH 100 adhesive to the groove of the grommet prior to insertion into the riser hole will make the grommet more secure and will overcome any imperfections in thee drilled hole. NIM -EPS -1 Rev 1.0, 4/03 Grommet fat 12 o'clock) Splice box Discharge assembly Grommet (at 3 o'clock) Support pipes Biotube pump vault LJ © 2003 Orenco Systems' Inc. Installation Guide: ProSTEP' Effluent Pump Packages Appendix Z S ce Box Wiring Instructions ; This appendix covers simple splice box wiring instructions. For more detailed explanations with field wiring sizes, rec- Cord grip ommended breaker sizes, and field wire color charts, refer to Splice Box Installation, Operation, and Maintenance Instructions (EIN-SB-SB-1).* For explosion -proof (Class I, Division 1) splice boxes, see Explosion -Proof Cord Connector Installation Instructions (EIN-SB-SBX-1). * These instructions also come inside each splice box. I The splice box is provided with waterproof wire nuts neces- uit coupling sary to splice the appropriate floats and pumps. Step 1: Push the appropriate pump and float wires through the watertight cord grips into the electrical splice box. Leave an adequate length of electrical cable coiled inside the riser to allow for easy removal of the pump and float assembly. Do not remove the colored markers or the paper tags from the float cables, and do not try to thread the markers and tag through the cord grip. Tighten the cord grips by hand, not by tool, then test the tightness of the cord grips by tugging on each cable. A cable is secure when the cord grip is tight enough to prevent slippage. Adequate lengths of cable should be left within the splice box to allow easy removal for future disconnecting and resplicing. Step 2: Run properly sized wires from the control panel to the splice box. The wires can be brought through a conduit, or can be direct buried using suitable direct -burial wire. Conduit that enters the splice box must be sealed with a conduit seal or acceptable watertight cord connection, to prevent the infiltra- tion of water into the splice box. The number of wires required depends on the control panel and the number of floats and pumps used. Refer to the Splice Box Wiring diagram provided for the control panel and check the float arrangement for your system to determined the number of wires you need. Wires should be color -coded or otherwise marked to help wire the control panel. The wire color chart in EIN-SB-SB-1 * lists common colors recommended for each of the wires. Colors may refer to either the color of the wire's insulating jacket or the color of an electrical tape marker. * You can find this document on Orenco s online Document Library at www.orenco.com. © 2003 Orenco Systems' Int. NIM -EPS -1 Rev 1.0, 4/93 Installation Guide: ProSTEP'' Effluent Pump Packages All splices within the splice box shall be made waterproof using wire nuts or butt connectors and heat shrink tubing as shown on the appropriate splice box diagram. The splices must be waterpnooir Splices that are not waterproof may cause a malfunction of the pump controls if water should leak into the splice box. Refer to the wiring diagrams for instructions on how to connect the float switches. Step 3: Splice connections with waterproof wirenuts. a. Remove approximately 1/2" of insulation from the end of each wire to be connected. Prevent frayed strands as much as possible. b. Do not pretwist entire wire bundle. Only twist individual stranded wires slightly if needed. Hold wire bundle firmly 2 inches from wire ends. Fully insert all the wires together through the sealant into the connector. Continuing to hold wires firmly, twist connector clockwise onto wires. c. Once a connection is made, tug on each wire entering the connector to check the mechanical connection. Note: Watertight connectors are not reusable. To change a splice, twist off and replace with a new connector. i�,IIIIIait�lliiir�f��4}1 C The Standard Infiltrator` Chamber The Standard Infiltrator Chamber System Offers You These Unique Benefits: • Lightweight and compact for easy storage • Easy assembly and installation with as few as two people, a backhoe and a pickup truck • Lightweight chambers that can be delivered in one pickup truck load and hand -carried into position • Inspection port option for easy access to leachfield with no site disruption • Solid -topped chambers that need no geotextile • OVERALL REDUCED COST Tested and Proven with More than One Million Systems Installed • Infiltrator is the number -one septic leachfield chamber system in the onsite industry. • More than one million systems have been installed, with over 27 million units in -ground in all 50 states and 24 countries. • Infiltrator's established history of performance and reliability began in 1987. • Field surveys show that Infiltrator chamber systems, at 50% reduced sizing, perform equivalent to full-size stone and pipe systems. • Infiltrator is ISO 9001:2000 certified and is IAPMO tested and UPC approved. Approved in NM% SYSTEMS INC Environmental Onsite Wastewater Solutions" w Inif i1trato Chamber The Standard Infiltrator Chamber a. ll.,.. -j- -f I cifr•hi— AA—honicm 75. Effective Length Posil-ock— End Plate 0@@ 0�°o®p O O@O@OOHO® O INFILTRATOR SYSTEMS, INC, STANDARD LIMITED WARRANTY INFILTRATOR SYSTEMS, INC., flnfiltratorl',TANDARD LIMITED WARRANTY FOR SEPTIC PRODUCTS (a) The structural integrity of each chamber and end plate manufactured by Infiltratm (collectively referred to as -Units'), when installed and operated n a leachfield of an onsite septic system in accordance with Infiltrata's installation instructions. is warranted to the orginal purchase ('Holderl against detec- We materials and workmanship fa one (1) year from the date upon which a septic permit is issued fa the septic system containing the Unit: provided, however, that and septic permit s not required fa the seplk system by applicable law, the one (1) year warranty period will begin upon the date that installation d me septic system commences In order to exercise warranty rights. Holder must nerdy infiltrator n v ritng at its corporate headquarters in 00 Saybrook, Connecticut. wkhin rdleen (15) days of the alleged defect. Infiltrato will supply replacement Units for those Units determined by nfiltrata to be defec[be and covered by [his Limited War ranty. nfl"V's liability specifically excludes the cost of removal and/a installation of the Unit. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE, THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. (c) The Limited Warranty does not extend to �ncidenlal, consequential, special a indirect damages. Infiltrate shag not be Fable for penalties a liquidated damages, in in loss d production and profits, labor and materials, overhead costs a other losses a expenses incurred by the Hilder a any third party SpecifKaly exduded Iran Limited Warranty coverage is damage to the Unit due to Vainary wear all tem, alteration, accident, misuse, abuse a neglect d the Units; the Units being subjected to vehicle traffic a other conditions which are not permitted by the installation instructions: failure to man- tas the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units: failure of the Units a the septic system due to improper siting, improper sizing, excessive water usage, improper grease disposal or improper operation a any other event not caused by infiltrator This Limited Warranty shall be void d the Holder rails to comply with all of the terms set forth in this Limited Warranty Further, in no event shall Infihratm be resp—ble la any loss a damage to the Holder, the Unit, a any third party resulting from installation a shipment. a from any product liability claims of Holder tler x any third paFor this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes, all other applicable laws and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change this Limited Warranty, in any manner whatsoever, a to extend this Limited Warranty. No warranty applies to any party other than the original Holder. • The above represents the standard Limited Warranty offered by InfilVala. Alimited number d stales and counties have different warranty requirements. Any purchaser d Units should contact Infiltrata's corporate headquarters in Old Saybrook, Connecticut. prior to such Purchase, to obtain a copy of the applicable warranty and should carefully read that warranty prior to the purchase of Units. Infiltrato Systems does not recommend installing onsite systems under pavement. Chambers must be installed acceding to manufacturer's instructions. Failure to install according to manufacturer's instructions will void warranty. Infilvata Systems recanmends the use of septic tank filters and laundry filters with all onsite septic systems. System slang is determined by government regulations. ■l Size (WxLxH)... .............34"x75"x12" (85 cm x 191 cm x 31 cm) Storage Capacity ..............77.5 gal (293 L) Weight................................26 lbs (11.8 kg) Louvered Sidewall Height ..........6" (15 cm) I 10441nlil to] mole SYSTEMS I N C Environmental Onsite Wastewater Solutions - 6 Business Park Road - P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 - FAX 860-577-7001 1-800-221-4436 www.1nfiltratorsystems.com For technical assistance, installation instructions or customer service, call Infiltrator Systems at 1-800-221-4436. U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer and SideWinder are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trad mark in Mexico. 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Z ZC p m R m M x o11,yl� [ALJ N .°N O 5Pr a ti T �9 Q Cn o y�Ria a a I Y O F O t 5 Ci i i i i i 407 -D UC..- 1?,4 --�.-/VZ 2 i ----------------- -------- ------------------------------ 4" PVC INSPECTION ACCESS PIPES — IN END CHAMBERS (TYP.) � TIE INTO DUCT To Property Line BANK SYSTEM HERE 13.E _ ER S I 4•S iDISTRI UTIONI BOX Nc�12 CHAMBERS fiIi P OLYL K EQUALIZER, LIZER, L"S 0 t 1 IN OUT IWITH BA FFLE, I I n AT I N ET OF' EACH N Q0 12 CHAMBERS I FEEDE PIPE' �n N 0 4S t ► t ^ {• ► 12 CHAMBERS N io 4"S N ► I cn �D 12 CHAMBERS O 34.31 To Property iLine MANIFOLD ENDS INFILTRATOR ► TOGETHER w/ 4" PVC CHAMBER (TYP.) TRENCHES L o t 0'6A) Filin 4 9 0. 50 )0 ► ► I ► a cres0. 50I I ► I I ► I � I I � I I I ► I I � I I I I P'\1 (-%Tm1 m1 1 T1 /"\k 1 m /-\\/ LEACH FIELD LOCATION PLAN 11 STANDARD INFILTRATOR CHAMBER Wiring to Circuit Breaker Panel Waste Line from Bldg. Connects to Bldg. Vent System Alarm and Connection Box Gravity Wye and/or Ejector Pump effluent connection Ejector Pump Effluent line if required 0 t 75 » - (EFFECTIVE LENGTH) 4' PVC PERFORATED DISTRIBUTION UNE CONTRACTOR SHALL VERIFY THE INFILTRATOR DIMENSIONS CONTACT ENGINEER IF AN ALTERNATE PRODUCT OR INFILTRATOR OF DIFFERENT DIMENSIONS THAN SHOWN ARE ORDERED. 6.5 " /INVERT 1 PLUG LOCATE SEWER CLEANOUT AT ALL 45 PVC HORIZONTAL CHANGES IN ELBOW DIRECTION GREATER THAN 45' OR VERTICAL CHANGES IN DIRECTION GOING FROM STEEPER PIPE SLOPE TO SHALLOWER PIPE SLOPE 1� 4" PVC 45 PVC HORIZONTAL WYE OR JPR WYE ELBOW FLOW FLOW CLEAN—OUT DETA/L Underground Cables for Pump and Alarm Control AIIJI/ Riser 4" SDR -35 PVC (Slope = 2X Min.) Cope/and Concrete, Inc. 1,250 Go/%n Concrete Unboffled Septic Tank 4" Class 6 Aggregate Base Compacted to 95X Mod. Proctor " SEPTIC LINE 34" UNDISTURBED SOIL H-10 STANDARD TRENCH SECTION N.T.S. '2" MIN ASPHAL T PA V/NG SURFACE PROPOSED CONTOURS EXISTING CONTOURS —N4"$'—N4''S— 4" SEPTIC LINE -SOLID WALL 74" Min. 4 SDR -35 PVC to 1,500 Gal. Interceptor Tank (Slope = 2X Min.) 2" GENERAL NOTES 1. ALL MATERIALS, INSTALLATION PRACTICES, SETBACK REQUIREMENTS, ETC., SHALL COMPLY WITH THE 2001 PITKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 2. LOCATION OF THE TRENCH MAY BE ADJUSTED IN THE FIELD TO MINIMIZE CONFLICTS WITH EXISTING VEGETATION, PROVIDED ALL SETBACKS ARE MET. FILL AREAS AND AREAS REQUIRING RE—GRADING SHALL BE AVOIDED. CONTRACTOR SHALL VERIFY THAT LAYOUT ACCOMMODATES SITE SLOPE. AND STRUCTURAL/PLUMBING ELEVATIONS 3, PIPING IN THE ISDS SYSTEM SHALL BE STANDARD SEWER PIPE ASTM D3034, EXCEPT AS NOTED. 4_ THE AREAS DISTURBED BY CONSTRUCTION SHALL BE RESEEDED WITH NATIVE GRASS TO PREVENT EROSION OR SHALL BE COORDINATED WITH THE LOT LANDSCAPING. 5. USE RISERS AS NEEDED TO BRING SEPTIC TANK ACCESS HATCHES WITHIN 6" OF FINISHED GRADE. 6. SDR -35 PVC PIPE OR PIPE OF EQUAL STRENGTH OR OTHER PIPE PROPERLY SUPPORTED TO PREVENT FAILURE BY SETTLING SHALL EXTEND FROM THE SEPTIC TANK FOR A DISTANCE OF AT LEAST FIVE FEET (5) FROM THE INLET AND OUTLET ENDS. 7. AN OSI BIOTUBE EFFLUENT PUMP WITH FILTER SHALL BE PART OF THIS PACKAGE, THE CONTRACTOR SHOULD INCLUDE ALL PIPING, WIRING AND ELECTRICAL/CONTROLS FOR THIS SYSTEM. 8. THE CONTRACTOR AND OWNER SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THAT (a) SEPTIC TANK AND SEWER LINES ARE COMPLETELY WATER TIGHT, AND (b) THE SYSTEM IS INSTALLED TO PREVENT FREEZING OF ALL GRAVITY SEWER LINES. 9. THE PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT AND THE ENGINEER SHALL BE NOTIFIED WHEN CONSTRUCTION COMMENCES AND KEPT ABREAST OF THE CONSTRUCTION PROGRESS SO THAT SUFFICIENT INSPECTION CAN BE PERFORMED TO ASSURE CONFORMANCE WITH THESE PLANS. PROVIDE A MINIMUM OF 48 HOURS NOTICE TO EACH. 10. THE FOLLOWING PREVENTATIVE MAINTENANCE SCEDULE IS RECOMMENDED TO LIFE OF THE ISDS SYSTEM: A. PUMP THE SEPTIC TANK AT LEAST ONCE EVERY TWO YEARS. B. CH -CK PLUMBING FIXTURES ON A REGULAR BASIS AND REPAIR ALL LEAKS WHICH CAN ADD SUBSTANTIAL AMOUNTS OF WATER TO THE SYSTEM. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ON THE PROPOSED DISPOSAL TRENCHES 12. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS THAT MAY EFFECT THE LOCATIONS OF THE /SIDS FACILITIES DRAWN. VERIFICATION IS TO BE MADE WITH THE OWNER AND THE AFFECTED UTILITY COMPANIES. 13. SUBSTITUTION OF MATERIALS (I.E. PIPE, TANKS, ETC.) IS ACCEPTABLE PROVIDED VERIFICATION AND ACCEPTANCE BY THE ENGINEER AND ENVIRONMENTAL HEALTH OFFICER IS OBTAINED. 14. THE APPROXIMATE LOCATION OF ALL KNOWN UTILITIES (WATER, SEWER, GAS, PHONE, ELECTRIC, CABLE, ETC.) ARE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL CONTACT ALL UTILITY OWNERS TO VERIFY BOTH LOCATION AND DEPTH OF UTILITIES BEFORE ANY WORK BEGINS. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR THE PROTECTION OF UTILITIES DURING CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE FOR UTILITIES LOCATED BUT NOT SHOWN IN DRAWINGS. 15. FOLLOW ALL CDH (COLORADO DEPARTMENT OF HEALTH) REGULATIONS AND PITKIr4 COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH FOR WATER AND SEWER LINE CROSSINGS. 16. CONTRACTOR TO VERIFY THE GRADE OF ALL EXISTING SEWER LINES BEFORE INSIALLING ANY PIPE TO VERIFY INVERT ELEVATIONS. CONTACT ENGINEER WITH ANY DIFFERENCES IN ELEVATIONS SO THAT GRADES CAN BE ADJUSTED. EXISTING AS—BUILTS SHALL BE GIVEN TO THE CONTRACTOR AND ARE AVAILABLE AT THE ENGINEER'S OFFICE FOR REVIEW FOR BIDDING. 17. CONTRACTOR SHALL POTHOLE ALL MISCELLANEOUS UTILITIES THAT WILL CROSS CR PARALLEL THE LINE PRIOR TO INSTALLING NEW LINE. IF GRADE CONFLICTS OCCUR, CONTACT ENGINEER SO THAT GRADES CAN BE ADJUSTED. 18. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THIS PLAN WITH LANDSCAPINS, MECHANICAL, PLUMBING PLANS PRIOR TO INSTALLATION. ENSURE WATER SERVICES ARE KEPT 10' FROM SEPTIC SYSTEM APPURTENANCES OR SLEEVE THE WATER LINE IN SCHEDULE 40 PVC WHERE THE WATER SERVICE IS WITHIN 10 FEET OF SEPTIC SYSTEM ITEMS. 19. SEE W/J APPROVED ISDS MASTER LAYOUT DATED 6/1/05 FOR COLLECTION SYS EM PLAN AND PROFILE FROM HOMESITE TO SEEPAGE FIELD SITE. Electrical 24" 1 4" 4 " SDR -35 PVC from 1,250 Gol. Septic Tonk (Slope = 27. Min.) Cope/and Concrete, Inc. 1,500 Gallon Baffled Interceptor Tank Riser Pipe Access 117.7 t — — 561 Gallons — 0iiii �lmi 4" Class 6 Aggregate Base Compacted to 95X Mod. Proctor 4" Diameter Baffle Penetration Orenco Low Head Effluent Pump ( Mo P300511 OA,-) TYPICAL INSTALLATION OF TANKS, PUMP & CONTROLS NOT TO SCALE ALLOW EXTRA CABLE ON POWER & ALARM CABLES SCC° 40 ENCASEMEN T� SEWER (WATER TIGHT) ---------- 10' 10' 18" OMPACTED NA TI VE WA TER O MA TERIAL CONDI TION #1: NEW SEWER ABO VE EX. OR NEW WA TER MAIN HEA VX Y COMPACTED -CENTER 1 FULL JOINT IMPORTED OR NA TI VE M TZ O OR LEAN CONCRETE WA TER CONCRETE ENCASEMENT IF EXPOSED OR DAMAGED 18» SEWER O CONDITION #2 NEW WA TER MAIN LESS THAN 18" ABOVE EXIST. SEWER MAIN 1) SEWER/WATER LINE TO BE CONSTRUCTED OF ONE JOINT (18' MINIMUM) OF C-900 PVC, DR -18 PIPE, CENTERED ON SEWER/WA TER LINE FOR PERPENDICULAR CROSSING. FOR SKEW CROSSINGS, USE C-900 PIPE UNTIL HORIZONTAL SEPARA TION EXCEEDS 10' WA TER /SEWER CROSSING PVC Access Riser & insulated Lid (24 " 0) VIII, .III, 1j" 0 Polyethylene Force Main to 4" Gravity Line Orenco Biotube Pump Vault (PVU 57-1819, OAE) 7 4 4'-7' 2'-3" 2» LEACH FIELD SIZING FOR: 'HOUSEILOT_ USAGE PER DAY (Q 2100 GPD O C T 2 6 2006 IRllk{)i� r-NTAL ''J RESOURCIES o LOT 66 \ INSTALL 4" PVC \ \ ^I1 FROM TANK TO NEW SERVICE. ` MIN. 1% GRADE. CONTRACTOR `\ '� `\ • • VERIFY ELEVATIONS. INSTALL 1500 GALLON BAFFLED TANK WITH \ `� PUMP/FILTER SYSTEM \ `XI ___force Ma/ to F_ — — 4"' Gravity in e LOT TANK LOCATION PLAN 2/1/2006 ATS RD SIZE A_BSORPTIO_N BED I SEEPAGE RATE t --- 20.0 min/in iSEEPAGE AREA REQ = A = (Q/5)*(t)^'/z-w 1878.3 ;SF GRAVELLESS CHAMBERS REDUCTION 1/2 - 939.1 SF -� SPECIFIED AREA OF CHAMBER 15.5;S 15.5>SF75"jX 34" _��_�- ..____ __ NUMBER O F C H A M B. REQUIRED - -- 60.61 CONCLUSION FROM CALCULATIONS AND DESIGN INSTRUCTIONS: THEREFORE, USE 61 CHAMBERS BROKEN OUT IN FIVE ONE WITH 13, FOUR WITH 12 INSTALL 1250 GALLON SINGLE CELL TANK (N Cd O Vell\ I� N \ x 43 l l ct v� d 16,2 )_,OU) r l- tj t �L�)14 k Ly?