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AUTH-10-2023-206459.tif
catawba county public health VOLUNTARY RELINQUISHMENT OF ADMINISTRATIVE APPEAL RIGHTS Date prepared: _____10/31/2023_ Owner(s): _ Waterside Marina LLC Mailing Address: 762 Brawlev School Rd __Mooresville,NC 28117 Property location/site legal description: 7774 Hudson Chapel Rd,Catawba PIN: 470104747078 Improvement Permit(IP) IMPV-10-2023-206458 Date Issued 10/11/2023 Authorization to Construct(AC)AUTH-10-2023-206459 Date Issued 10/11/2023 ,voluntarily relinquish my rights to pursue a formal appeal through the North (print full name) Carolina Office of Administrative Hearings pursuant to NC General Statute 130A-24 and 150E-23 and all other applicable provisions of Chapter 150E for the above referenced permit(s)(which includes the IPs and ACs)in order for the authorized agent/local health department to issue the applicable permit(new IP and/or AC)for the site. I understand by completing this form that the permit(s)for a 1Va—50%Reduction Horizontal and Vertical (System description) will be revoked immediately by the authorized agent/local health department. I understand that the local health department's revocation of a permit can be appealed to the North Carolina Office of Administrative Hearings within 30 days of the revocation pursuant to the North Carolina Administrative Procedure Act. I understand that in order for the local health department to issue another IP and AC that the current IP and AC must be revoked. I understand that the local health department's revocation of an IP or CA is not effective until 30 days from the revocation or,if the revocation is appealed,at the time that the Office of Administrative Hearings issues a final decision. I understand that by signing this form and relinquishing my right to appeal the permit revocation at the Office of Administrative Hearings that the local health department's permit revocation will become effective immediately. I understand and agree that the revocation of a permit that takes effect immediately is in my best interest. I understand that by signing this form that I agree that I do not want to appeal the permit revocation. i understand that I am not required to relinquish my appeal rights but that this is an option available to me so I do not have to wait 30 days for the revocation f the permit to ect. Signature of Property Owner: v./ Date Signed: I/r 1 NCDHHS/DPH/EHS/OSWP Revised May 2015 catawbacountync.gov Environmental Health Cctcwl c County Govelowenl Centel ?S Guverni,ienl Drive I PO Box 389 Newton N( 28658 y 878.465.8210 hit )s V IAlr I I\/I LIr D CTTt-11 catawba county public health 10/31/2023 Waterside Marina LLC 762 Brawley School Rd Mooresville, NC 28117 Subject: Notice of Intent to REVOKE the Improvement Permit and Authorization to Construct for 7774 Hudson Chapel Rd,Catawba PIN 470104747078 Catawba County Permits IMPV-10-2023-206458 and AUTH-10-2023-206459 Dear Sir: The Environmental Health Division of Catawba County Public Health intends to revoke your Improvement Permit and Authorization to Construct 30 days from the date of this notice. If the permits are revoked,you must apply for a new Improvement Permit and Authorization to Construct (IP/AC) and meet the requirements of the current laws and rules necessary to obtain a new I P/AC. You have a right to an informal review of this decision.You may request an informal review by the environmental health supervisor at the local health department. You may also request an informal review by the NC Department of Health and Human Services Regional Soil Scientist. A request for informal review must be made in writing to the local health department. You also have a right to a formal appeal of this decision. To pursue a formal appeal, you must file a petition for a contested case hearing with the Office of Administrative Hearings 1711 New Hope Church Rd, Raleigh, NC 27609. You may write the Office of Administrative Hearings, call the office at (984) 236- 1850 or get a copy of the petition form from the OAH web site at http://www.oah.nc.gov . The petition for a contested case hearing must be filed in accordance with the provision of North Carolina General Statutes 130A-24 and 150E-23 and all other applicable provisions of Chapter 150B. North Carolina General Statute 130A-335 (g) provides that your hearing would be held in the county where your property is located. catawbacountync.gov Environmental Health Catawba County Government Center 25 Government Drive I PO Box 389 I Newton NC 28658 1828.465.8270 MAKING. LIVING. BETTER. If you wish to pursue a formal appeal, you must file the petition form with the Office of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER. The date of this letter is 10/31/2023. Meeting the 30-day deadline is critical to your formal appeal. If you file a petition for a contested case hearing with the Office of Administrative Hearings, you are required by law (NC General Statute 150E-23) to serve a copy of your petition on the Office of General Counsel, NC Department of Health and Human Services, 2001 Mail Service Center, Raleigh, NC 27699- 2001. /Respectfully, (L/, obert Phelps, REHS Environmental Health Supervisor Catawba County Public Health $' . • CATAWBA COUNTY Case 11 AUTH-I0-2023-206459 i� j i• ,� Public Health Department Subdivision d . � 0Environmental IIealth Division PINtt 470104747078 } PC)Box 389,25 Government Drive.Newton.NC 28658 I.U"fit B Ig. cm Site Address: 7774 HUDSON CHAPEL RD, CATAWBA NC 28609 Name on Permit: WATERSIDE MARINA LLC Property Size: Acres 2.42 Directions: 7774 Hudson Chapel Authorization to Construct Permit Permit Category: New Septic Wastewater Flow: 1,040 g.p.d. Type of Facility: Business-Marina 80 slips Basement? No Basement Plumbing? Bedrooms: Water Supply: Private Well Maximum Occupants: Soil LIAR: .225 g.p.d.lft2 WASTEWATER SYSTEM REQUIREMENTS Proposed Wastewater System: 50%REDUCTION HORIZONTAL and Vertical System Classification: IVA-ANY SYSTEM WITH LPP DISTRIBUTION Septic Tank: New Tank: 2,000 gal Pump Tank 2.000 gal Grease Trap_gal Dosing Volume 260 gal Pump Specs: 61.44 GPM @ 51.38 TDH Pressure Head 3 ft Draw Down 5.56 in Drainfield: Total Area: 2,445sq ft Total Trench Length: 815 ft Aggregate Depth: _ in Maximum Trench Depth on Downhill Sidewall: 28,20,&17 inches Minimum Soil Cover: 6 in Minimum Trench Separation: 6&8 ft on center Number of Drain Lines: 11 Trench Width: 2&3 ft Distribution: LPP Pre Treatment: NONE Pump Required ***** Operator Required Additional Specifications: *PRECONSTRUCTION MEETING REQUIRED* Please call 828-320-3077 at least one week before installing to schedule. If the flags marking the drainlines are missing,they must be restaked by the surveyor before the meeting. *If the tank location interferes with the restaurant septic pump supply line, a relocation permit must be issued to reroute. *Lines 1 through 4 are vertical blocks to be installed at a 28 inch downhill trench depth with minimum trench spacing of 6 feet on center.. *Lines 5 through 9 are horizontal blocks to be installed at a 20 inch downhill trench depth with minimum trench spacing of 8 feet on center. *Lines 10 and 11 are horizontal blocks to be installed at a 17 inch downhill trench depth with minimum trench spacing of 8 feet on center. These lines will require 3 inches of additional cover brought in and biodegradable matting on top to stabilize. *The LPP distribution pipe through the horizontal blocks must be placed in the uphill side of the block. *Drill 1/8 inch holes in the distribution pipe alternating at the 10 and 2 o'clock positions. Drill one hole per block. *Rake and lime the side walls, Use approved backfill sand, and install the 1"x6"boards under the blocks. *Seal both the outer and inner compartments of the T&J panel with foam. The outer seal is a complete seal and the inner seal is only up to the top of the connecting pipe *This septic system must be at least 20 feet from the existing drainfield, 5 feet from the existing supply line, and 100 feet from the well supplying the restaurant. *Prior to Operation Permit issuance the North Carolina Professional Engineer shall certify in writing that the PE approves the wastewater system installation. lipcmni 10/13/2023 I 2:26 Ack„* CATAWBA COUNTY Case# AUTH 10 2023-206459 ii Public Health Department Subdivision ___ ,- 1 Environmental Health Division PIN# 4701047470781101*.�Y PO Box 389.25 Government Drive,Newton,NC 28658 LOT# B s« Site Address: 7774 HUDSON CHAPEL RD, CATAWBA NC 28609 Name on Permit WATERSIDE MARINA LLC Property Size: Acres 2.42 Directions: 7774 Hudson Chapel See also attached site plan. Landscaping or other site alterations that potentially divert groundwater or surface water toward the septic system, or prevent proper drainage away from the septic system, including the direction of gutter flows or foundation drains, is not approved,and may result in failure to approve the initial system installation, or the suspension/revocation of existing permits. >>>>> Do not install system under wet conditions<<<<< PROPOSED REPAIR Repair System Required? Required Soil LTAR: 0.2 g.p.d./ft2 Proposed System: 50%REDUCTION HORIZONTAL System Classification: IVA-ANY SYSTEM WITH LPP DISTRIBUTION Pump Required ***** Operator Required l'he issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the applicant /property owner to insure that all Catawba County Planning/Zoning and Building Inspections requirements are met. This Authorization to Construct Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The Authorization to Construct Permit is not affected by a change in ownership of the property. This permit was issued in compliance with the provisions of the North Carolina Yaws and Rules for Sew ee Treatment and Disposal Systems' (15A NCAC I SA.1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily for any given period of time. Any permit issued for a conventional system may be used for an accepted system without Environmental Health authorization or permit modification.Please notify Environmental Health of this change prior to system installation. fill 10/11/2023 Authorized State Agent Permit Issuance Date 10/11/2028 Pennit Expiration Date No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. chpennit 10/13/2023 12:26 Waterside Manna LP Panel Block System Original Date: September 15,2022 7774 Hudson Chapel Road Revised Date: September 26,2023 Catawba County,North Carolina Persian Flow Public Restrooms 2 Toilets Flow per Day per Fixture 25D Gal./Oay/Tollet or Urinal Daily Design Flow(DDF) 500.Gal./Day Employees 4_During Peak Flow per Employee 15 Gal./Day/Employee Daily Design Flow(DDF) 80 DDF for Employees No.of Boat Slips B0 Boat Slips Daily Flow per Boat Slip 6.0 Gal/Boat Slip Daily Design Flow(DDF) 480 Marina/Boat Slips Total Daily Design Flow 1,040.00 OPD Septic Tank Sizing 1,717 Gallons Septic Tank Slilne Calculations Therefore,Use 2,000 Gallon Shoaf 5T5-2102 or Approved Equal 600 G/D to 1,500 G/D Pump Tank: 2,000 Gallons Shoaf PT-2102 or Approved Equal v=1.17Q+500 V=Tank Volume 1,500 G/D to 4,500 G/D Q-Design Flow Use PPBPS Laterals for 50%Reduction in Drainfleid Size V=0.750+1,115 LTAR 0.225 G/D/SF Per Robbie Phelps,REHS 4,500 G/D and up Sq.Ft.Trench Bottom 4,622 Sq.Ft. DDF x LTAR V=Q _ 3 Field Sizing 1,541 LF Conventional Lines (SF Trench Bottom/3) PPBPS Sizing 770 LE 50%Reduction System (LF Cony.Line x 0.5) Dose Volume No.of Panels 192 Panels (Per Panel Design Manual) Panel Volume(Max) 3.60 Gal./Panel (Per Panel Design Manual) Doses per Day 4.00 Dose Volume 260.00 Gal./Dose Panel Volume(Actual) 1.35 Gal./Dose 37.62% Pump Run Time 4.23 Minutes Actual Volume to Panel/Dose Drawdown 5.56 Inches Operation Head 3.00 Feet (Orifice Flow Rate x#of Panels) Use 1/B"Diameter Hole (Per Panel Design Manual) Flow Rate per Panel 0.32 G/M (Per Panel Design Manual) Field Flow Rate 61.44 G/M (No.of Panels x Orifice Flow Rate) Force Main Static Head 28.00 Feet Calculations for 2.0"Force Main and 1.50"Supply Laterals Panel Trench Bottom Pipe Run Lateral Total Friction Loss Q Pipe I.D. Lateral No. Placement In.(Low Side) to Lateral Length(LF) Length(LF) (Feet) (GPM) (Inches) (1)Blue Vertical 28.00 125.00 40.00 165.00 0.27 2.88 1.61 Primary 21 While Vertical 28.00 116.00 60.00 176.00 0.62 4.48 1.61 Primary 3 Pink Vertical 28.00 110.00 115.00 225.00 2.41 8.64 1.61 Primary ,4 Blue Vertical 28.00 104.00 93.00 197.00 1.48 7.04 tel Primary (5 White Horizontal 20.00 90.00 52.00 142.00 0.43 4.16 1.61 Primary (6)Pink Horizontal 20.00 80.00 52.00 132.00 0.34 3.84 1.81 Primary (7'Blue Horizontal 20.00 41.00 54.00 95.00 0.25 4.16 1.81 Primary (8 White Horizontal 20.00 62.00 102.00 164.00 1.31 7.68 1.61 Primary (9)Pink Horizontal 20.00 30.00 120.00 150.00 1.39 8.96 1.61 Primary (10)Blue Horizontal 17.00 16.00 63.00 79.00 0.23 4.80 1.61 Primary Unhagged Horizontal 17.00 8.00 84.00 72.00 0.19 4.80 1.61 Primary 2.0"Supply Force Main - - 100.00 8.04 61.44 2.067 Total Friction&Minor Loss 20.38 Total Dynamic Head 51.38 Feet (Static HD+Friction-ID+Oper.HD) Pump Required 81.44 G/M at 81.38 TDH Use Goulds 3885 dies WE2012H 230 V/2 HP/1 Phase Contractor to Verify Power Requirements before Ordering Pump \\�\x1111111ry//// 4, / 1 ,1/ ► 7 27 //////0 r lL 11M�\\\ • /^ RS i.8 IO Of I "l f�li 5 o _ III ig WE 2 r q c/' ,.`, yew'!^•, 1 '� ak g' it! 3 p` ,e in a 7 " 5- g g 4•,� €£ g L � m; U a '•., 6 O i9 a e p nQ' a u `,� 1 , , Ai do A •, S c �� F.,,:::; jlo i ti 1' m a gP: 4 $ a /4e il @ G iil \ ° 8 P, q g c 6 s A 7� E Ili q tl P tl 41\ I•'g g V 7' ' A ti% 1_ U. 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NORTH CAROLINA TCA woein �i P fir''" ,�a,°.,o a'c--.. hllR//rrv.bddcarey.cam J r/ SPECIFICATIONS, CALCULATIONS, SOILS NOTES AND SUPPORTING MATERIAL FOR A LOW PRESSURE PPBPS SUBSURFACE SEWAGE EFFLUENT DISPOSAL SYSTEM USING SEPTIC TANK & PUMP TANK TO SERVE WATERSIDE MARINA 7774 HUDSON CHAPEL ROAD CATAWBA COUNTY, NORTH CAROLINA September 12, 2022 Revised September 13, 2023 PREPARED FOR: Waterside Marina, LLC 762 Brawley School Road Mooresville, NC 28115 Phone: (704) 660-0360 PREPARED BY: PIEDMONT DESIGN ASSOCIATES, P.A. .`\\\` CARp47/��'� Suite 101 Westfield Center 125 East Plaza Drive Mooresville, NC 28115 > , / 7 27 Phone: (704) 664-7888 'de Fax: (704) 664-1778 NCBELS No.: C-1007 '',04/�0�ii. 14`%```` Ground Absorption Sewage Disposal System Waterside Marina Catawba County, North Carolina SECTION I - INTRODUCTION AND DESIGN CONSIDERATIONS Waterside Marina is proposing to install a new septic system to serve the patrons & employees of their facility. Waterside Marina has removed the boat ramp as a public use. The system will be utilized for 80 boat slips, 4 full time employees and 2 public restrooms with 1 toilet each. The Owner is considering installing a "Floating Toilet" on the docks (permitted by separate agency) to remove hydraulic load off from the subsurface disposal system, however, no flow credit will be given. The "Floating Toilet" will operate on a pump and haul funded by NC Fish and Wildlife. The design flow for the new marina system is 1,040 gallons per day with a prescribed loading rate of 0.225 G/D/SF by Robbie Phelps, REHS with Catawba County Health Department. The repair will utilize a repair loading rate of 0.20 G/D/SF. Currently, there is a septic system (septic tank, pump tank, pressure manifold & drainfield) serving the current restaurant (under same ownership) with 22 seats and will be used for the restaurant only. Design flow for this system will continue to be 880 Gal./Day. The primary portion of the restaurant system was previously permitted by Catawba County Health Department on April 4, 1991 (Permit No. 02885). The only repair available for this system is an existing 360 Gal./Day drainfield (CCHD Permit 002186 Dated June 17, 1987). Both marina and restaurant are to be served by an existing onsite water supply source located more than 100 feet from any septic system component. The facilities sewer collection system shall comply with the latest Volume II NC Plumbing Code. It is highly recommended that if there is not a grease trap in place for the restaurant system, then one be installed sized at 5 gallons per day per meal served with a properly sized filter. Before any site construction, the area of the nitrification field and reserve area shall be barricaded with orange barricade fence to prevent any access by vehicles, grading equipment and there shall be no earth disturbance of this area unless under the direction and supervision of the Soil Scientist. The following publications shall be a part of these specifications. Any deviation between them and these specifications shall be brought to the attention of the engineer for clarification. (1) LAWS AND RULES FOR GROUND ABSORPTION SEWAGE TREATMENT & DISPOSAL SYSTEMS. N. C. Department of Environment, Health, and Natural Resources; Division of Environmental Health, On-Site Wastewater Section; Administrative Code Section 15A N.C.A.C. 18A.1900, amended effective date July 1, 1995. (2) PRESSURE MANIFOLD DESIGN FOR GROUND ABSORPTION SEWAGE SYSTEM. Steven J. Berkowitz; February 1986. (3) GUIDANCE MATERIAL, Onsite Wastewater Management, March 1996, NC DENR Onsite Wastewater Section. Directions to the Property: From Highway 21 North in Troutman, take Old Mountain Road toward South Iredell High School. Turn left on East Monbo Road to end. Turn Right on Pineville Road at end. Turn left on Buffalo Shoals Road at end. Cross over Lake Norman/Catawba River and subject site will be on right side of road. Waterside Marina Septic System Page I September 15, 2022 Catawba County, North Carolina Revised September 13. 2023 SECTION II -COMPONENTS OF SYSTEM Proposed collection system installed according to the NC Plumbing Code, local plumbing, and ASTM D2321 latest revision. 1 —2,000-gallon septic tank with baffle wall and effluent filter in second chamber. 1 — 2,000-gallon drain field dosing tank with effluent pump and SIM-TECH pressure filter. 1 — LP PPBPS drainfield with central valve box & associated appurtenances. **Adequate area is available for reserve and is shown on site plan. Area(s) are to remain undisturbed. PRECAST APPROVALS: The tank designs shall have been approved by the DHHS-Onsite Water Protection Section and shall have the approval number imprinted on the delivered tank. All tanks shall be State Approved and equal to that manufactured by Shoaf Precast, Inc., or Engineer and DHHS-Onsite Water Protection Section approved. Openings or inserts shall be cast in during manufacture. Concrete shall have a minimum compressive strength of 4,000 psi @ 28 days. Shop drawings shall be submitted to the Engineer for approval. If tanks will be in traffic area, then tanks shall be constructed to meet H-20 highway loadings. SEPTIC TANK: The septic tank shall be 2,000-gallon capacity, precast concrete with full baffle. The tank must have approved access risers with lids to allow easy over inlet and outlet side of tank to an elevation of 6-inches above finished grade. The first chamber of the septic tank shall consist of 2/3 to 3/4 of the volume of the total tank and the baffle shall contain a horizontal opening across the tank at about midway its height. Locate the septic tank at such elevation to accept drainage from the collection system. Access holes and covers shall be DHHS approved as called for on the plan. The tank shall bear a manufacturer's serial number and be supplied by a manufacturer approved by DHHS.. The outlet tee of the tank shall have an effluent filter as specified below and on the plans. SEPTIC TANK FILTER: (1) Polylok Filter Model PL-525 micro-filter with 1/16" infiltration shall be at the outlet end in the septic tank. The filter shall be manufactured by Polylok or approved equal. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492; 888-765-9565 or www.polylok.com PUMP TANK: The pump tank shall be 2,000-gallon capacity, precast concrete. The tank must have approved access risers with lids to allow easy over inlet and outlet side of tank to an elevation of 6-inches above finished grade. Access holes and covers shall be DHHS approved as called for on the plan. The tank shall bear a manufacturer's serial number and be supplied by a manufacturer approved by DHHS. If tank will be in a vehicular traffic area, the precast structure shall be H-20 rated. EFFLUENT PUMP FILTER: The effluent filter shall be connected directly to the pump outlet as shown on the plans. The filter shall be equal to the GAG Sim Tech Filter, Boyne City, Michigan, 49712, telephone 1-888-999- 3290. The contractor shall furnish the following with the filters: (1) STF 100A3 Filter, Filter Screen, wrench, and sock. RISERS AND LIDS: Risers shall be required for access to internal vaults and access into the septic tanks for pumping. All risers shall be constructed watertight. The risers shall be attached to the tanks such that a watertight seal is provided. Risers shall extend 6" above finish grade to allow for settlement and to ensure positive drainage away from the access. Risers for inspection ports shall be a minimum of 18" in nominal diameter. Risers containing pumping assemblies or electrical splice boxes shall be a minimum of 24" in diameter and shall be of sufficient diameter to allow removal of internal vaults without removing splice boxes, etc. Risers shall be a minimum of 30" in nominal diameter when the depth of bury is 36" or greater. All other risers shall be a minimum of 24" in nominal diameter and shall vary in height depending on the depth of bury on the various tanks. Adhesive required to adhere the PVC or fiberglass risers to either fiberglass or ABS tank adapter shall be a two-part adhesive, Model MA320, SS115, SS140 or approved equal, or a single component adhesive Model ADH100 or approved equal. If backfilling the same day is desired, a combination of Model MA320 and Model ADH100 adhesives or approved equals should be used. To ensure product compatibility, a single manufacturer shall supply risers, lids, and attachment components. Inlet risers (required only on two-compartment tanks and tanks with greater than 1,500-gallon capacity) shall be Perma-Loc, Ultra-Rib, KOR FLO or engineer-approved equal. The material shall be PVC as per ASTM D-1784 and tested in accordance with AASHTO M304M-89. The risers shall be constructed of non-corrosive material and designed to be buried in soil. Risers shall have a minimum stiffness of 10 psi, when tested according to ASTM D2412. Risers shall be capable of withstanding a truck wheel load (54 square inches) of 2500 pounds for 60 Waterside Marina Septic System Page 2 September 15, 2022 Catawba County. North Carolina Revised September 13.2023 minutes with a maximum vertical deflection of a 1/2 an inch. Risers shall extend to 3 inches above the ground surface to allow for settlement and shall have a minimum nominal diameter of 24 inches. Outlet risers shall be Perma-Loc, Ultra-Rib, KOR FLO or engineer-approved equal. The material shall be PVC as per ASTM D-1784 and tested in accordance with AASHTO M304M-89. The risers shall be constructed of non- corrosive material and designed to be buried in soil. Risers shall have a minimum stiffness of 10 psi, when tested according to ASTM D2412. Risers shall be capable of withstanding a truck wheel load (54 square inches) of 2500 pounds for 60 minutes with a maximum vertical deflection of 1/2 an inch. Risers shall be at least 12 inches high, shall have a minimum nominal diameter of 24 inches for simplex pumping applications or 30 inches when used in a duplex pumping application and shall be factory-equipped with the following: A. Electrical and Discharge Grommets: when applicable, Orenco Systems®, Inc. EPDM grommets shall be installed by the manufacturer for discharge piping, vent piping, and/or the electrical conduit to assure a watertight seal. The manufacturer of the access risers shall install the grommets at the factory. B. Adhesive: When bonding to concrete or fiberglass grooves, a two-part adhesive, one pint required per 18" or 24" diameter riser and one quart required per 30" diameter riser, Model ADHP10 or ADHQ10, or approved equal shall be used. When bonding to a flanged riser tank adapter, either a two-part adhesive, Model MA320 or approved equal, or a single component adhesive Model ADH100 or approved equal shall be used. Risers shall be attached to tanks with one of the following attachment systems, or approved equal: (1) Orenco Systems®, Inc. Model RUBDKIT attachment kit; (2) Orenco Systems, Inc. Model PRTA24 tank adapter used with Model PRTA24BDKIT bolt down kit, and Model ADH100 and/or MA320 adhesives; (3) Orenco Systems, Inc. Model RRFTA tank adapter used with Model RRFTABDKIT bolt down kit and Model ADHP10 adhesive; (4) Orenco Systems, Inc. Model PRTA30 tank adapter used with Model PRTA30BDKIT bolt down kit and Model ADH100 and/or MA320 adhesives. All attachment components shall be constructed of waterproof, non-corrosive materials, such as PVC, ABS, fiberglass, or stainless steel. Adhesives and sealants shall be waterproof, corrosion resistant and approved for the intended application. The riser-to-tank connection shall be watertight and structurally sound. The riser-to-tank connection shall be capable of withstanding a vertical uplift of 5000 pounds to prevent riser separation due to tank settlement, frost heave, or accidental vehicle traffic over the tank. One lid shall be furnished with each access riser. Lids shall be Orenco Systems®, Inc. Model FL18G-4BU, FL21G, FL24-4B, FL24G-4BU, or FL3OG or engineer-approved equal, as appropriate, fiberglass with green non-skid finish, and provided with stainless steel bolts, and wrench. Manufacturer shall provide evidence that lids have been used successfully in continuous field service for a minimum of five years to demonstrate long-term integrity and suitability for the application. Lids shall be waterproof, corrosion resistant and UV resistant. Lids shall be flat, with no noticeable upward dome. A crown or dome of no more than 1/8" is allowable. Lids shall not allow water to pond on them. Lids shall have a green non-skid finish. Self-lubricating plastics, such as polyethylene, shall not be considered non-skid without addition of a non-skid coating. Lids shall form a watertight seal with the top of riser. Lids shall be capable of withstanding a truck wheel load (54 square inches) of 2500 pounds for 60 minutes with a maximum vertical deflection of 3/4 of an inch. Lids shall be provided with tamper-resistant stainless-steel fasteners and a tool for fastener removal. Tamper-resistant fasteners include recessed drives, such as hex, Torx, and square. Fasteners that can be removed with common screwdrivers, such as slotted and Phillips, or fasteners that can be removed with standard tools, such as pliers or crescent wrenches, are not considered tamper resistant. To prevent a tripping hazard, fasteners shall not extend above the surface of the lid. PIPING: All piping and fittings shall be Schedule 40 PVC with pressure rating of 200 PSI except LPP piping in the panels may be PR160 PVC. Piping from central valve box to distal end of laterals to be 1.5-inch diameter. Pressure lines (less than 2 inches in diameter) to be cut with hand ratcheting style cutter or wheel style cutter. PVC saws shall not be used to cut pressure pipe. Glue for all PVC pipe joints shall be as recommended by the pipe manufacturer. The depth of the force main to the central valve box shall be installed at a depth of 30 inches below ground surface. Force main piping shall be buried with tracer wire and identification tape. Pipe shall be furnished complete with all fittings, specials, and other accessories. FITTINGS AND VALVES: All fittings and valves within this piping system shall be PVC ball valves capable of sustaining the working pressure and imposed loads. The fittings and valves shall be compatible with the pipe used. Valves shall be PVC Ball Valves with seats of self-lubricating Teflon and seals of Viton "O" rings with bell and faucet connections or as approved by the Engineer. Waterside Marina Septic System Page 3 September 15, 2022 Catawba County, North Carolina Revised September 13, 2023 CENTRAL VALVE BOX: Below the drainfield, installer shall construct a central valve box containing manifold pipe, gate valves and clear swing check valves as shown on the plans. Each pipe leaving from manifold shall be labelled to corresponding lateral. Central valves shall be covered with an access riser and lid to grade. NITRIFICATION FIELD: It is highly recommended that as soon as the absorption area and repair areas are designated, they should be identified, barricaded, and protected from construction traffic. This barrier should be maintained until the system is accepted by the Owner. Refer to site plan for the size of absorption area. Maintain 10 feet from any property lines, 50 feet from lake and 15 feet from top of cut slopes greater than 2 feet and all other setbacks. NITRIFICATION TRENCH: Furnish and install all items required for a complete system in accordance with plans, specifications, and manufacturers recommendations. DRAINFIELD DOSING PUMP: The new effluent pump shall be Gould's 3885 Series model WE2012H capable of pumping 62.08 G/M at 51.70 ft TDH or Engineer approved equal. The pump power cord hall be adequate length cord to reach the control panel without splicing. The pump shall have a stainless-steel lift chain attached to riser and within 12 inches of access lid. Contractor to verify electrical prior to ordering pump and control panel. ELECTRICAL: The Septic Contractor shall provide and install all hardware, software, labor, materials, and equipment required to provide a complete control panel, in strict accordance with the requirements of these plans and specifications. Installer shall install all electrical fittings from the control panel to the individual control boxes. All system wire installed in electrical conduit shall be buried at a minimum depth of 30 inches. All buried line not installed in conduit shall be rated for direct burial and be buried to a depth of 30". Conduit shall be installed where the underground line breaks the soil surface. Installation shall be in accordance with manufacturer's specifications. PUMP CONTROL: All pumps shall be controlled by a single custom controller designed and manufactured by Orenco, Inc or Engineer approved equal and have the following features: • NEMA 4X fiberglass enclosure with locking hasp • Full size hinged inner door assembly for lights, switches, gauges, non-conductive, etc. • NEMA Type 1 Size 00 contactor-Motor Starter each pump • 110-volt control circuit with breaker • Auto reset high water alarm test-normal-silence switch and inner door mounted indicator light • H-O-A switch each pump • Red flashing external top mounted alarm light & 90 DB alarm horn with silence switch (On Separate Circuit) • Terminal block for power supply, control switches & pump power wiring w/ individual terminals provided for each wire • Cycle counters each pump • Elapsed time meter • Pump run light • Lightning arrestor • Surge protection • Redundant low level off, pump enable, alarm (three floats) • Utility receptacle with GFI breaker • Color-coded wiring with numbered terminal blocks • All components (switches, lights, etc.) labeled. CONTROL PANEL: The pump shall be powered by a simplex control panel with standard features including: a corrosion resistant enclosure, an aluminum back panel, silver cadmium contacts (IEC Contactor), an IEC motor starter, a 100VA control circuit transformer, a main circuit breaker, a 1 amp control circuit fuse, a 1 amp alarm circuit fuse, a Hand-Off-Auto switch, an alarm test switch, a pump run light, a seal leak light, terminal blocks for pump and float connections, a ground lug, an alarm light and an alarm buzzer. Panel shall be equal to Orenco Vericomm S2RO or Engineer Approved Equal. Waterside Marina Septic System Page 4 September 15, 2022 Catawba County, North Carolina Revised September 13, 2023 On the on the inside of front cover of the panel a contact and phone number shall be placed of what action to take in case the "High Water Alarm" is activated. This sign shall contain the name, address, telephone number, and emergency telephone number of the person to contract immediately upon malfunction of the system. FLOAT SWITCHES: Water level float control switches shall be equal to Orenco, Inc., mechanically activated switches, with cable of adequate length to terminate in the pump control panel. No splicing of wire allowed between switches and control box. Use mechanical switches on control circuits and properly rated mechanical switches on power circuits. Conduit between the pump tank and he control panel shall be sealed to prevent sewer gas from entering the control panel. The field dosing tank shall have 3 float switches, a low-level "pump off' switch, a "pump enabling" float, and at"high water alarm" float. Fasten float switch to a "Float Tree" constructed of 1-1/2" diameter PVC pipe anchored by PVC clamp to the pump discharge piping as supplied by Orenco. The lower-level control or "pump-off" must be positioned above the pump, so that the pump always remains submerged. The upper-level control "pump-enabling" is positioned to pump a specified volume of effluent. The "high water alarm" control float is mounted about 6-inches above the pump enable float control. (Note: Care must be taken to ensure that floats do not become fouled by other components in the tank such as the electric power cord or the lifting rope.) Pump power wires and control wires shall run in PVC conduits from the access openings at the dosing tanks to the location of the pump control panel mounted nearby. Bury conduit to a minimum depth of 24" below grade. FINAL LANDSCAPING SEEDBED PREPARATION Complete grading according to the approved plan before seeding. Below are steps to take to prepare the seedbed for planting. - Chisel compacted areas and spread topsoil 3 inches deep over adverse soil conditions, if available. - Rip the entire area to 6 inches deep. - Remove all loose rock, roots, and other obstructions leaving surface smooth and uniform. -Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil. - Continue tillage until a well pulverized, firm uniform seedbed is prepared 4 to 6 inches deep. - Seed on a freshly prepared seedbed. - Mulch immediately after seeding and anchor mulch. Apply lime and fertilizer evenly and incorporate into the top 4-6 inches of soil by disking or other suitable means. Operate machinery on the contour. When using a hydro seeder, apply lime and fertilizer to a rough, loose surface. Roughen surfaces. Complete seedbed preparation by breaking up large clods and raking into a smooth, uniform surface. Fill in or level depressions that can collect water. Broadcast seed into a freshly loosened seedbed that has not been sealed by rainfall. SEEDING Seeding dates given in the seeding mixture specifications designated as "best" or possible." Seedings properly carried out within the "best" dates have a high probability of success. It is also possible to have satisfactory establishment when seeding outside these dates. However, as you deviate from them, the probability of failure increases rapidly. Seeding on the last date shown under "possible" may reduce chances of success by 30-50%. Always take this into account in scheduling land-disturbing activities. Use certified seed for permanent seeding whenever possible. Certified seed is inspected by the North Carolina Crop Improvement Association. It meets published North Carolina Standards and should bear an official "Certified Seed" label. Labeling of non-certified seed is also required by law. Labels contain essential information on seed purity, germination, and presence of weed seeds. Seed must meet State standards for content of noxious weeds. Do not accept seed containing "prohibited" noxious weed seed. Apply seed uniformly with a cyclone seeder, drop-type spreader drill, cultipacker seeder, or hydro seeder on a firm, friable seedbed. Waterside Marina Septic System Page 5 September 15,2022 Catawba County. North Carolina Revised September 13. 2023 When using a drill or cultipacker seeder, plant small grains no more than 1 inch deep, grasses and legumes no more than inch. Equipment should be calibrated in the field for the desired seeding rate. When using broadcast-seeding methods, subdivide the area into workable sections and determine the amount of seed needed for each section. Apply one-half the seed while moving back and forth across the area, making a uniform pattern; then apply the second half in the same way, but moving at right angles to the first pass. Cover broadcast seed by raking or chain dragging; then firm the surface with a roller or cultipacker to provide good seed contact. MULCH Mulch all plantings immediately after seeding. Select a material based on site and practice requirements, availability of material, labor, and equipment. Before mulching, complete the required grading, install sediment control practices, and prepare the seedbed. Apply seed before mulching except in the following cases: - Seed is applied as part of a hydro seeder slurry containing wood fiber mulch. -A hydro seeder slurry is applied over straw. IRRIGATION Moisture is essential for seed germination and seedling establishment. Supplemental irrigation can be extremely helpful in assuring adequate stands in dry seasons or to speed development of full cover. Assess the need for irrigation when the seeding is conducted. Water application rates must be carefully controlled to prevent runoff. Inadequate or excessive amounts of water can be more harmful than no supplemental water. Once the system has been placed into use, cease all irrigation use on the drainfield areas to prevent the hydraulic overloading. APPLICATION OF ORGANIC MULCH Organic mulches are effective where they can be tacked securely to the surface. Spread mulch uniformly by hand, or with a mulch blower. When spreading straw mulch by hand, divide the area to be mulched into sections of approximately 1,000 ft2, and place 70-90 lb. of straw (1 1/2 to 2 bales) in each section to facilitate uniform distribution. After spreading mulch, no more than 25% of the ground surface should be visible. In hydroseeding operations, a green dye, added to the slurry, assures a uniform application. ANCHORING ORGANIC MULCH Straw mulch must be anchored immediately after spreading using vegetation. Rye (grain) may be used to anchor mulch in fall plantings, and German millet in spring. Broadcast at 15 lb./acre before applying mulch. PERMANENT STABILIZATION Permanent stabilization is needed in graded or cleared areas subject to erosion and where a permanent, long-lived vegetative cover is needed. Typically, disturbed portions of a site where construction activities have permanently ceased will be stabilized with permanent seeding no later than 14 days after the last construction activity. This method will not provide erosion control cover or prevent soil slippage on soils that are not stable due to soil texture or structure, water movement or excessively steep slopes. In some areas it may be necessary to install erosion or sediment control practices such as dikes, contour ripping, erosion stops, channel liners, sediment basins, diversions, subsurface drainage, or other practices. Prior to seeding, 1,000 lbs./ac of a 12-12-12 or equivalent fertilizer and lime according to soil test or in lieu of soil test, 4,000 lbs./ac of ground agricultural limestone shall be worked into the soil to a depth of 3 inches. Seed should be applied uniformly at a depth of 1/4 to '/2 inch with appropriate equipment. Except on very flat slopes and ideal seeding conditions, small grain straw should be applied at a rate of 3,000 to 4,000 lbs./ac using appropriate mulch anchoring techniques. Other mulch materials can be used except under adverse conditions or steep slopes, grain straw should be adequate. Installation of the system shall be performed under the supervision of the Local Health Department. Waterside Marina Septic System Page 6 September 15, 2022 Catawba County,North Carolina Revised September 13. 2023 The system shall not be operated until the Project Engineer certifies in writing that the system has been installed in accordance with the approved plans and specifications, and the installation is approved by the local Health Department. SECTION IV - CONSTRUCTION SEQUENCE The new tanks, filters, pump, control panel, force main, central valve box and PPBPS nitrification field shall be installed complete, tested, and accepted before receiving any waste. 1. Prior to installation of any portion of the system, the Contractor shall have a NC Licensed Surveyor stake out all system components including tank corners, forcemain centerline, central valve box location and each drainfield lateral. This shall be completed prior to a required preconstruction meeting with Owner, LSS, Design Engineer, LHD and Licensed Septic Contractor. 2. Installation of the septic system shall be coordinated with the General Contractor, Owner, LSS, LHD and Design Engineer. 2. Installation of the system shall be performed to the satisfaction of the Owner, Design Engineer, Licensed Soil Scientist and Local Health Department 3. The Septic Contractor shall install all components of the system in strict accordance with the plans and specifications. Upon completion of the system construction, the Septic Contractor shall charge the system with water and go through a complete cycle. Any failure or discrepancy shall be corrected. The manufacturer of the component and the Septic Contractor shall warrant the component and system for one year from the date of acceptance by the Owner. TANK INSTALLATION • Excavate to 6 to 8 inches below tank base. De-water excavation if required. • Add 6 inches of clean #57 washed stone. • Check to ensure stone base is level and elevation is correct. • Carefully lower bottom section of tank into position with proper rigging and lifting techniques. • Add butyl seal around tank seams. • Install next or upper section until tank installation is complete. • If tank is installed in groundwater, contact Design Engineer. • If tanks are not installed in groundwater backfill excavation with clean material and to within 12" of the inlet pipes. • Check level of tanks. NOTE: Use care while backfilling to prevent tank movement and/or damage to tanks. • Seal inside tank to ensure tank is watertight. • Seal all pipe penetrations and fill with water to 12 inches over riser attachment on tank and perform watertight test or perform vacuum test. • Once testing (See Section on Tank Testing) has been approved by the Design Engineer and/or LHD, install all piping, pumps, etc. within tanks as called for on the plans. • Install wiring with watertight conduit from control panel location to tanks. No junction boxes can be installed inside tank. • Back fill around tanks with clean material to final grade. • All components shall be checked, and proper flow verified. ELECTRICAL INSTALLATION Install the control system and wiring per NC Building Code and NEC by a licensed Electrical Contractor. Electrical Contractor shall verify available electrical power and before ordering system components. Provide and connect to properly sized and number breakers in the main control panels as called for. FORCE MAIN INSTALLATION Lay out supply force main to pressure manifold. The pressure force main shall be SCH 40 PVC or stronger material. This pipe shall be buried with 3 feet minimum cover. A continuous warning tape shall be installed 18 inches above the crown of the pipe with a continuous locator wire from tank to the pressure manifold. 1. PREPARATION A. Trenching, backfilling, and compaction. 1. Trenching shall be performed such that soil cover over the pipe is a minimum of 18 inches to warning tape. 2. Pipe should be placed on native soil or soil that it well compacted using a tamping rod or a mechanical tamper. Waterside Marina Septic System Page 7 September 15, 2022 Catawba County, North Carolina Revised September 13. 2023 3. Fill should be placed over the pipe ONLY AFTER required testing has been performed. Fill shall be well compacted over the pipe and approximately 2 to 4 inches of soil shall be mounded over the trench to allow for subsequent settling. B. Cutting the pipe. 1. Cut pipe smooth, straight and at right angles to the pipe axis with saws or pipe cutters designed specifically for the material. 2. Remove burrs and wipe off all dust from the jointing surfaces. 3. Do not disturb previously installed joints during cutting operations. C. Field Joints. 1. Use push-on joints for buried pipe except where indicated otherwise on the plans. a. Dirt, oil, grit, and other foreign matter shall be removed from the inside of the bell, outside of the faucet, and where other pipe connections are to be made. b. All joints shall be cleaned with solvent PVC cleaner prior to joining. c. Joints shall be glued using acceptable PVC glue that will provide a water-tight joint at a pressure of 100 psi. 2. INSTALLATION A. All joints shall be watertight and free from leaks. B. Test all pipe under drives sidewalks and similar crossings prior to covering pipe. Pipe that is buried less with less than 3 feet of cover under such crossings shall be sleeved with PVC or ductile iron pipe that is two (2)times the diameter of the working pipe. Continuous warning tape shall be buried above all buried plastic pipe. Warning tape shall be 6" wide, 4 mils thick blue/green polyethylene. This warning tape shall be installed 18" below finished grade. The words "caution - sewer line buried below" shall be printed on the tape in 3" high letters at approximately 3' intervals on centers. Warning tape shall be placed printed side up, parallel to finished grade. The top of the pipe shall be installed 18" below the warning tape. A copper tracing wire shall be zip tied to the pipe for locating or embedded into warning tape. Trenches shall not be opened for more than 300 feet in advance of the complete pipe nor more than 100 feet in the rear thereof. Backfill material shall contain no organic material, rocks larger than 4-inches or construction materials. The material shall be relatively dry and shall have no tendency to flow when compacted. No rocks shall be installed against pipe. Install all other piping, valves, and all other system components. Ensure good bedding and cover and uniform slope as specified. DRAINFIELD INSTALLATION (1) Prior to beginning construction of the system, locate, lay out central valve box and the lateral panel piping networks, using a tripod mounted engineer's leveling instrument to accurately establish each lateral along a level contour. (2) Lay out T & J panel system network area with stakes and flagging to ten feet (minimum) beyond the limits of the network. As soon as the absorption area is designated, it shall be flagged, roped off and isolated from construction traffic. This barrier should be maintained until the system is accepted by the Owner. Refer to site plan for the size of absorption area. See site plan for lateral locations. (3) *Rule of Thumb: "If soil is too wet to plow, it is too wet to disturb for nitrification field for excavation." Excavate lateral network trenches. Remove loose soil from bottom of trench. (4) Install sand in bottom of the lateral trench to the proper depth. (6) Follow the manufacturer's guidelines for installing the T & J Panel System. (7) All joints in lateral and the manifold piping shall be watertight connections to ensure that the only source of the water seepage from the system is through the orifices as designed. See layout and details. Carefully Waterside Marina Septic System Page 8 September 15. 2022 Catawba County.North Carolina Revised September 13. 2023 install manifold and lateral network according to the attached designed layout. A larger diameter protective sleeve with cap or approved box with lid shall be placed over the turned up lateral and positioned level with the ground surface (so as not to be damaged by mowing machine.) (8) Carefully backfill manifold trenches to finish grade with clean (debris free earth (no stone). (9) Leave absorption area with a raked surface, ready for grassing. The distribution field is shaped to shed rainwater and is free of low area. Place 3 inches of fill over bottom two laterals as specified by Catawba County Health Department. The installation contractor shall stabilize the area of construction by planting and seeding with Kentucky 31 tall fescue and shall keep the planted area watered and mulched until such time that a hardy stand of grass is established. UTILITY CROSSING AND LOCATIONS: The Septic Contractor is responsible for locating all services before beginning work on the site. The plans are approximate and may not show all utilities. WATER LINE VERTICAL SEPARATION: Clear separation distance when a water line crosses over a sewer must be at least 18-inches at the closest point. When conditions prevent an 18-inch clear separation from being maintained, or whenever it is necessary for the water line to cross under the sewer, both the water line and sewer shall be constructed of ferrous materials with mechanical joints equivalent to water main standards for a distance of at least 10 feet on each side of the point of crossing, with full sections of pipe centered at the point of crossing. STORM DRAIN SEPARATION: Horizontal separation between sewer lines and storm drains shall be at least ten feet. Vertical separation between sewer lines and storm drains at crossings shall be at least 18-inches at the closest point unless the sewer is of cast iron pipe or encased in concrete for at least ten feet on either side of the crossing. SECTION III -TESTING REQUIREMENTS: During the installation of the system, construction inspection(s) will be conducted by the Local Health Department. These inspections will help to ensure the system is installed to meet the intended design and to document the system components. At the completion of the installation a final inspection will be completed by the certifying Engineer. At this time, the system installer will also provide the certifying Engineer with documentation of the installation as well as an installer certification indicating the system was installed to meet the intent of the design. TANK TESTING: As called for herein, the tanks shall be filled with water and allowed to set for 24 hours to determine possible leakage and any leaking shall be corrected. All precast tanks shall be tested for water tightness by an approved method such as 24-hour water tightness test with maximum allowable leakage not to exceed 1/2" drop in water level per 24 hours. The testing shall begin after the water level in the tank has stabilized. Any leaks shall be corrected and the tanks re-tested. As an alternate to water testing tank, the Septic Contractor may perform a vacuum test as specified by the Engineer. Required testing of pipelines and valves shall be done under the direct supervision of the Project Engineer. Field- testing shall not negate the requirements for material certifications as contained in the material specification section of this contract. Unless otherwise directed by the Engineer, all testing and disinfection will be completed prior to connection to any active waste line. On completion of the line or sections of the lines, connections and appearances, the line shall be filled and hydrostatically tested. The water for testing purposes can be taken from the nearest available water source under the supervision of the Engineer's Inspector. The Septic Contractor may use the well on site and ensure that all setbacks are observed in doing so and leakage will be measured by the Inspector. All leaks and any defective material shall be repaired or replaced to the satisfaction of the Engineer and the tests repeated until the requirements of this specification are met. Any special equipment, pumps, etc., required to make the test shall be furnished and operated by the Septic Contractor as directed by the Inspector. Waterside Marina Septic System Page 9 September 15, 2022 Catawba County, North Carolina Revised September 13. 2023 The Septic Contractor shall use great care to be sure that all air is expelled from each section under test. If service connection or other openings are not available for the purposes of expelling air, the Septic Contractor shall provide air release of sufficient size (as determined by the Engineer). Specific procedures for testing main are as follows: 1. Prior to filling in trenches with soil, the pipe shall be tested by pressurizing the pipe to 150 psi or 1.5 times the operating pressure of the pump, whichever is greater AND BELOW the maximum line pressure rating for the pipe used. 2. This pressure shall be held on the pipe for 2 hours. For solvent weld pipe, there should not be any leakage during the test. However, NCAC 0.200H - 219(i)(2)(D) lists an allowable leakage rate of 100 gal/day/inch pipe diameter/mile. For 1" diameter pipe, no leakage shall occur that is greater than 0.16 gal/100 feet of pipe length for the 2-hour test (100 gal/day/inch pipe/mile). For 1.25-inch diameter pipe, no leakage shall occur that is greater than 0.20 gal/100 feet of pipe length for the 2-hour test (100 gal/day/inch pipe/mile). 3. If the leakage exceeds this amount, then the pipe shall be visually inspected, and any leaking joints shall be replaced. Once this is complete the pipe shall be re-tested. The Septic Contractor shall be required to provide as many tests and/or certifications as the Engineer may deem necessary for materials, such as concrete, piping, valves, steel reinforcement, all fasteners and anchorage systems, etc. Testing for materials shall be made by a separate independent test laboratory employed by the Septic Contractor and approved by the Engineer. The Septic Contractor shall coordinate and schedule site visits, installation and startup assistance from the Local Health Department and Design Engineer. PUMPS AND CONTROLS: The Septic Contractor shall furnish the services of a manufacturer's representative for start-up to assist in verifying correct installation of the equipment, observe start-up and operation, conduct the pump drawdown testing, conduct testing of controls, and instruct the operator in proper operation of the equipment. Five copies of a complete operation and maintenance manual shall be provided. A pump drawdown test shall be conducted on each pump to demonstrate that the pumps meet the conditions stated in the Basis of Design. After completion of this test a certification of compliance with the Design Conditions shall be provided by the manufacturer. The pump control shall be tested to demonstrate proper operation with the level control including pump alternation, low level cut-off, high water alarm, and lead-lag operation. AS BUILTS AND RECORD DRAWINGS: A set of as-built plans and specifications shall be prepared by a Professional Surveyor licensed to practice in the State of North Carolina. The Surveyor shall be hired by the Septic Contractor to perform the work. The Septic Contractor shall provide the "As-Built" data to the Engineer. The Engineer shall provide the signed and sealed "Record Drawings" to the local Health Department and Owner which will show actual vertical and horizontal location and design of all system components and contain a complete list of all mechanical equipment installed whenever any deviations were made from the approved plans and specifications. The Septic Contractor shall forward to the Engineer two bound sets of all manufacturer's component data along with the "As Built" data. Final Record drawings shall be on full-size 24" x 36" paper. Two (2) sets shall be provided. An additional full-size Record Drawing shall be placed in the control panel. A waterproof reduced copy of the master "as built" wiring diagram shall be laminated in transparent plastic and permanently fastened to the inside of the panel door. OPERATING PERMIT 1. An Operation Permit may be issued by the Local Health Department after all conditions of the improvement permit have been met, a contract is in place with a Licensed ORC and the Design Engineer certifies in writing that the system has been installed in accordance with the approved plans and specifications. 2. The operation permit shall include description of facilities served and sewage system components, as- built plans and specifications, legal documents, Operation/Maintenance manual, monitoring and performance requirements, and other operating conditions deemed appropriate. Waterside Marina Septic System Page 10 September 15.2022 Catawba County. North Carolina Revised September 13, 2023 OPERATING CHECK AND ADJUSTMENTS The system shall consist of: (1) 2,000-gallon precast septic tank with effluent filter, (1) 2,000-gallon drain field pump tank with pump, pressure filter, force main, central valve box, LP PPBPS nitrification field (horizontal and vertical), electrical controls, and other associated appurtenances. After permanent power has been connected and all components of the system have been installed and dummy tested, the Septic Contractor shall schedule a time for the checking of the system for proper operation. The check shall be performed by the Septic Contractor in the presence of the Design Engineer, ORC, LHD and Owner. Any discrepancies shall be corrected until the system operates as designed. It is the Clients responsibility to ensure that the Septic Contractor checks the entire system and takes the system through a complete test cycle prior to Engineer making certification startup visit. This includes: • Ensuring that all risers and lids are at grade and readily accessible • Floats are set at the proper elevations as required • Pumps are operable and delivering the required flow and head • Panels are in operation and operate as called for herein • Area around treatment and disposal area are at finished grade and final landscaped as called for herein. • Tanks are filled with clean water and ready for testing, Septic Contractor is to dummy test entire system prior to final startup meeting with Engineer, Owner, and ORC. At the final inspection (after system installation is complete), the different components will be tested to ensure they are operating as intended. The measured values will be compared to the system design and the installation to document the baseline parameters of the installed system. Once all items have been completed the Septic Contractor shall run the system through an entire test in the presence of the Owner, Owner's Engineer, LHD and ORC. If any of the tests fail, adjustments shall be made, and the test repeated until the system is determined to operate properly. A. PRECAST TANKS: Ensure the tanks are free of all trash and debris. Check water level, effluent filter, piping, floats, and pump. Verify that all lids are 6" above finished grade. B. DRAIN FIELD DOSE CONTROL -SEQUENCE OF OPERATION: Effluent fills tank to level that will activate the "Pump Enabling" float. When a float lifts the pump shall run until the float drops back into the off position. If the float becomes fouled or there is an issue with the pump, the liquid level will rise to a point that the alarm float will activate an audiovisual alarm on the panel. This float shall be set 12- inches above the pump enable float as shown on detail plan sheet. WARRANTY: The Septic Contractor shall agree to provide a minimum of one-year regular service to the Owner for maintenance and upkeep of this system at no additional cost to the Owner, and such one-year period shall begin from the date of final inspection and acceptance of the system construction by the Owner and the Engineer. Any concerns by the owners' personnel shall be addressed promptly. After the above one-year period has expired, the Septic Contractor shall offer a continuation of maintenance and upkeep service at a reasonable charge as may be negotiated between the Septic Contractor and the Owner. Such service shall include checking the entire system at least monthly, offering quick response servicing in case of a malfunction of the system (maximum of 24 hours after warning is given by the "Owner's Warning Panel") and performing such servicing of components and replacing of worn or defective equipment as may be necessary to keep the system operating in good condition. If the installation Septic Contractor will not be willing to agree to the above described one-year maintenance period, then any other time must be acceptable to the Owner and the Engineer. 1Vaterside Marina Septic System Page 11 September 15, 2022 Catawba County. North Carolina Revised September 13.2023 OPERATING MAINTENANCE This work shall be performed only by operators knowledgeable of the system. Operation, maintenance, and Inspection Procedures shall include but not be limited to the following: • Minimum system inspection/maintenance frequency is required to be every 6 months. This system is classified as a (Type IVa). Inspection by the Local Health Department shall be every 3 years. • Septic tank shall be pumped every 5 years or when solids accumulate to 1/3 the volume of the tank. These solids shall be disposed of at an approved solid waste facility. • An inspection report should be completed and filed each time the system is checked. • Effluent filter and pressure filters shall be removed and cleaned. Rinse off back into tank. Do not rinse off onto the ground. • The float settings shall be checked to ensure the correct dosing volume. Adjustment shall be made as required. • The central valve box shall be pressure backwashed with clean water during system maintenance. • Pressure head at the lateral distal ends shall be checked and adjusted one month after installation and annually thereafter. • All piping, fittings and valve boxes shall be checked annually for damage and/or proper operation and corrections made immediately. • The property should be inspected to ensure all surface water is deflected away from the field and tanks. Any ponding of surface water should be corrected. • Grasses shall be mowed and maintained, and any erosion shall be corrected promptly. • The nitrification field areas shall be checked for leakages, blowouts or malfunction, indications of damp or mushy areas compared to surrounding area or evidence of noticeable odor of sewage. Repairs shall be made immediately. • The pump electrical panel and wiring should be checked to insure tight, clean connections with no corrosion and proper operation. The pump switches are used to control the operation of the pumps. This system is designed such that the pumps is on for designated intervals set forth in the design specifications. The pumps operation is a demand dosing setup. When there is enough liquid in the tanks, the pumps will alternately operate for a designated interval. In periods of higher-than-normal flows, the pumps may operate more frequently. An emergency high level switch is in the pump basin that triggers an audible and visual alarm in the event the liquid level gets too high. In this situation, the following steps should be taken: Stop use of all water in the facility (to stop flow into the treatment system) and contact the maintenance personnel immediately. The current system owner (Waterside Marina, LLC, and subsequent owners) shall establish an operation and maintenance program and procedure based on experience obtained from similar installations. The current system owner (Waterside Marina, LLC and subsequent owners) shall be responsible to comply with all above operating and maintenance procedures in addition to any so specified on the operation permit issued by the Catawba County Health Department or may be necessary in the future for the operation of the system to meet all public health laws, rules and regulation regarding the wastewater system. Failure to comply with these operating and maintenance procedures will necessitate immediate legal action by the Catawba County Health Department to suspend or revoke the operation permit. Waterside Marina Septic System Page 12 September 15,2022 Catawba County,North Carolina Revised September 13. 2023 OWNERSHIP RESPONSIBILITY FOR THE SYSTEM: It must be kept in mind that this system is designed to accept a moderate amount of wastewater at domestic waste strength (which is call the EFFLUENT), in a minimal water absorbing soil. Conservation measures must be undertaken by all members of the operation to minimize the volume and strength of wastewater entering the disposal system, including, but not limited to, the following: (a) Provide water conserving plumbing fixtures within the facility. Installing water closets that require no more than 1.6 gallons per flush. (b) Develop conservative water use habits. (c) Monitor and maintain the system as necessary for proper operation. Establish a procedure to read and record water meter readings daily. Retain detailed records. This information will be required to allow for any expansion of the current facility. (d) Check and pump the septic tank sludge on a regular basis as will be specified in the operating permit or as may be required. (e) Make rapid repairs to leaking plumbing fixtures and faucets. IJ'aterside Marina Septic System Page 13 September 15, 2022 Catawba County, North Carolina Revised September 13, 2023 DESIGN SPECIFICATIONS WATERSIDE MARINA CATAWBA COUNTY, NORTH CAROLINA Design Flow: 1,040 G/D LTAR: 0.225 G/D/SF (Primary) & 0.20 G/D/SF (Repair) SYSTEM TREATMENT Septic Tank: (1) 2,000 Gallon Precast Concrete with Baffle Wall Septic Tank Effluent Filter: (1) Polylok PL-525 or Engineer Approved Equal Pump Tank: (1) 2,000 Gallon Precast Concrete Pressure Filters: (1) GAG/Sim-TECH Model STF-100A3 Pumps: (1) Gould's 3885 Series Model WE2012H Control Panel: (1) Orenco Vericomm S2RO NITRIFICATION FIELD Trench Type: LP PPBPS (Horizontal & Vertical) Supply Force Main Length: +/-100 LF 2-Inch Dia. SCH 40 PVC Total Linear Feet of New Laterals: (11) Laterals at Various LF Each (Varying Trench Bottom) Lateral Pipe: 1.5-Inch Dia. SCH 40 PVC Number of Panels: 194 Panels Flow per Panel: 0.32 G/M with 1/8" Dia. Orifices (1 per Panel) Total Network Flow: 62.08 G/M Pressure Head: 3.0 Ft. Static Head: 28.00 Ft. Friction Head: 20.70 Ft. Total Dynamic Head: 51.70 Ft. Total Dose Volume: 260 Gallons (37.23% Panel Volume/Dose) Pump Run Time: 4.19 Minutes Check Valves: (1) 2-Inch Swing Check Valve Anti-Siphon: Not Required Waterside Marina Septic System Page 14 September 15, 2022 Catawba County.North Carolina Revised September 13. 2023 Waterside Manna LP Panel Block System Original Date: September 15,2022 7774 Hudson Chapel Road Revised Date: September 26,2023 Catawba County.North Carolina Deakin Flout Public Restrooms 2 Toilets Flow per Day per Fixture 250 Gal./Day/Toilet or Urinal Daily Design Flow(DDF)_ 500 Gal./Day Employees 4 During Peak Flow per Employee 15 Gal./Day/Employee Daily Design Flaw(DDF) 60 DDF for Employees No.of Boat Slips 80 Boat Slips Daily Flow per Boat Slip 6.0 Gal/Boat Slip Daily Design Flow(DDF) 480 Marina/Boat Slips Total Daily Design Flow 1,040.00 GPO Septic Tank Sizing 1,717 Gallons Seetic Tank Sitina Calculations Therefore,Use 2,000 Gallon Shoaf STB-2102 or Approved Equal 600 G/D to 1,500 G/D Pump Tank: 2,000 Gallons Shoal PT-2102 or Approved Equal v=1.17Q+500 V=Tank Volume 1,500 G/D to 4,500 G/D Q=Design Flow Use PPBPS Laterals for 50%Reduction In Dralnfeld Size v=0.7.Q+1,12s LTAR 0.225 G/D/SF Per Robbie Phelps,REHS 4,500 G/D and up Sq.Ft.Trench Bottom 4.622 Sq.Ft. DDF x LTAR v=Q 3 Field Sizing 1,541 LF Conventional Lines (SF Trench Bottom/3) PPBPS Sizing 770 LF 50%Reduction System (LF Cony.Line x 0.5) Dose Volume No.of Panels 192 Panels (Per Panel Design Manual) Panel Volume(Max) 3.80 Gal./Panel (Per Panel Design Manual) Doses per Day 4.00 Dose Volume 260.00 Gal./Dose Panel Volume(Actual) 1.35 Gal./Dose 37.82% Pump Run Time 4.23 Minutes Actual Volume to Panel/Dose Drawdown 5.56 Inches Operation Head 3.00 Feet (Orifice Flow Rate x#of Panels) Use 1/8"Diameter Hole (Per Panel Design Manual) Flow Rate per Panel 0.32 G/M (Per Panel Design Manual) Field Flow Rate_ 61.44 G/M (No.of Panels x Orifice Flow Rate) Force Main Static Head 28.00 Feet Calculations for 2.0"Force Main and 1.50"Supply Laterals Panel Trench Bottom Pipe Run Lateral Total Friction Loss Q Pipe I.D. Lateral No. Placement In.(Low Side) to Lateral Length(LF) Length(LF) (Feet) (GPM) (Inches) (1)Blue Vertical 28.00 125.00 40.00 165.00 0.27 2.88 1.61 Primary (2)White Vertical 28.00 116.00 60.00 176.00 0.62 4.48 1.61 Primary (3)Pink Vertical 28.00 110.00 115.00 225.00 2.41 8.64 1.61 Primary (4)Blue Vertical 28.00 104.00 93.00 197.00 1.48 7.04 1.61 Primary (5)While Horizontal 20.00 90.00 52.00 142.00 0.43 4.16 . 1.61 Primary (6)Pink Horizontal 20.00 80.00 52.00 132.00 0.34 3.84 1.61 Primary (7 Blue Horizontal 20.00 41.00 54.00 95.00 0.25 4.16 1.61 Primary (8,White Horizontal 20.00 62.00 102.00 164.00 1.31 7.68 1.61 Primary (9)Pink Horizontal 20.00 30.00 120.00 150.00 1.39 8.96 1.61 Primary (10)Blue Horizontal 17.00 16.00 63.00 79.00 0.23 4.80 1.61 Primary Unflagged Horizontal 17.00 8.00 64.00 72.00 0.19 4.80 1.61 Primary 2.0"Supply Force Main - - 100.00 8.04 61.44 2.067 'Total Friction&Minor Loss 20.38 Total Dynamic Head 51.38 Feet (Static HO+Friction HD+Oper.HD) Pump RequlredL 61.44 G/M at 51.38 ITOH Use oulds 3885 Series WE2012H 230 V/2 HP/1 Phase Contractor to Verify Power Requirements before Ordering Pump \`0'01111 W/1/ 7 27 \ I \1 / 1 \11. \c /11 g . a I $ ' I % [ I ," 21 i1 I° $Q a ° $• / al II - * F,1 \ cA 0 4' t I ç l 0 3 / g e3 a. m \ O F / ,i ` ` 111$ c \\ �� vice. / �� I I y / m / ,s. } a " I I " / i a t ®�, / _ ` \\ / w x \ // _ y ' \ 1 / `�\ ., / . • f 1 - i! -Irp / ' ,. 01 "' fir Dr! ( // 4 , \ N / CD °n_ I / 9 N g . R S 0 a,':/ I II y/ ' l v 'a o - /. I N R 1I; Hi 1ii --\ ' / / I I r y / s;r 1 1 ' / C I ' �� U i !iI IIIIIIII'Ir I!! . ti9IIIr i I i' «fi g i E11 ��q 1 iill 'ai 1 6 $ C n 01 °g/ P 1 4 gill yNIIIj13 iil lint iii-q°¢lilliig oZ s'm 7XFFy Iii F ®a iI E I ®D It". mil I 3114 ems, OVERALL SITE PLAN ""'""m`ON \PIEDMONT DESIGN N "'= P° I° '`H1= WATERSIDE MARINA WATERSIDE MARINA, LLC Auecla[es,P.A. 114 ' �� pia v' `' = 762 BRAWLEY SCHOOL ROAD $$ ? ° r, =s 7774 HUDSON CHAPEL ROAD MOORESVILLE, NC 28117 an.law..SSOcllares,P.l, . ^-r &s'n'V �" "01 � B B � �"!�;,� CATAIIBA, CATAIIBA COUNTY, NORTH CAROLINA (7oa) sso-o3so 151 . 1-. gppgdd Is: O, 1 I/ - � ill ,Er: !1L co 2 c F I F c a ' ' ��..� y i /�/� q n R i yp dip pN, C/ ,`ti •W it .1, I OD r3Gi, F Soo S 9 II 1 1 i47 S A A ��Ufa � l It , N. Aek al i PCT m a A Si $ Q4:IJ 2.£ aA eN , tin. f� tt N•.4 S -1 IS 4.,,N•,s6, -1.4i . A. ‘' ' .S. ". 1- lif i i \ Vila Ff RI W I ego r ? A a r °Z x� ®� 9 G S m AA 4 A tl n p, y e B �' A <b�Yb 9 ! A A 4 Di 1 GI c 1\ R 1 q ` , A A H 1 G �� 1� 't Icli A:It ae t a n , �\ '� ' as NJ 414 R$ `A'X( A Tr 6.8 F N' A \ `s S1�A 4-$ lissp $ �. pld` A'S IN \\ \\�N IT u � 1 ii,/ , i 43i vill§lii A A ll 1 w S ,m om A or / N m A / m / [7 aQ Yi A A / li ` m i / Ili 15 5 p (// // v S e / 2 f / 8. t / ^+ v i` ;�-� T ° / g". 5 // _ as �, " I „ I� 4 �/ ;/� ° e k r fit¢ 7� •yip a I _ 8F Q'' ` fie/ ` r wiz:,A.4_4 __ y i / co e / ). Z lip" !„.10 '... ,, i / e _ .on M1,et IL It ERR I €_ I EM vrii g IWI i; ; iiqr 911119 iIiiIiii! 1/111 1 NMI li g e B$ khldMI6WilliS M> IMMO li �� ow 1 li III ®D 1> i/ I Ingh "� SEPTIC AREA PLAN PREPARED : \EDMONT DESIGN N '" @3e aie `? WATERSIDE MARINA WATERSIDE MARINA, LLD Associates,P.A. �, I ��' 9 :I #, '�"�) 762 BRAWLEY SCHOOL ROAD Pi ,� ,e1�, 7774 HUDSON CHAPEL ROAD MOORESVILLE, NC 28117 �. ....- lU N a gR g� » ., CATAWBA, CATAWBA COUNTY, NORTH CAROLINA (704) 660-0360 44.''', '�1.;5 ::.,,,.mt 1 i eg Iii II b ! t1i t� Iii FIIYJE z s el 0 !11!', N HP ils ji + ,I1 it , g. g io D = bt Afii 0 la o l AosF-sw s j 1..... .=4 1111e I,l r `� Ifltl!!f! �( 5P TC y( ee F(11t11iif1t(f(�tir` o ' t 5 IN "� e12 Ai E,.i ++ [lll It t[[If1�� N ip;9 ; JI p I� II; II ./ tl '1 ji g I Ii9;D > � i i� ii`j1 eQ88888I8EElI 9 A c Pr ph lef6e 888888688t81. .¢16 l. tie e6esxeec 511 P +� ti�� , ttMMIMIr tt t 4 1 1I 11 �, IN- I ssmasEeeaet6�11 i 0 No I ogi HI q p..21. MU i, ii y t . I, i iliii.11 1 _ 11 iII., = .. . ir, tablet I,vt a tee i hibEIE tt 11 E�� 1itl 11,' ii iGeiii�eiieieto °`r 6 l ��11 ci I 1 t tIt 9 F 1 fa p] Bec-ease:ee!f; $ ' i It 4wil. _ICI I01 11111111 �d \ lir �+i r Ili !I II! ih % lb, T '� +ui illI -0 /��I I��111 I ; III 8 .1q 61 ill z .t+ I 1 u A it ; 0 laa 1 I!6l t al i a 1I 6 : P �9 is ; q+ i ; t ja 3i 3 l i Ict nl ;la Id- Fe ,t!ill /R 41 li a � � ii 1 �� iii' s 11 a \ i ! l ! 'kG ` t ! i9 s il 5 \ i1 t IF, 1.[e I • 0 RI II NO,s $ 11 11° li i Ip 111 � .� o lip it .1 ii ti N s1 � I1qia ? 11 O I 111 b td I D '' '�I I I III 3 ` `6 SEPTIC SYSTEM DETAILS WATERSIDE MARINA, LLC /i\EDMONT DESIGN h , WATERSIDE MARINA w:Soclace:,P.A. ��g ' 762 BRAWLEY SCHOOL ROAD N C+7 i} 3 t, 1,,,,,,,,... 7774 HUDSON CHAPEL ROAD MOORESVILLE, NC 28117 w-ier w,— :�� �- r" 6 4.ta, CATAWBA, CATAWBA COUNTY, NORTH CAROLINA (704) 660-0360 �p:iu,�oi.6.ni"E�«a Tank Anti-Floatation Calculations Tank Dimensions&Antifloatatlon:2,000 Gallon Septic Tank Dimensions Outer Length 13.00 Ft. Inner Length 12.50 Ft. Outer Width 6.50 Ft. Inner Width 6.00 Ft. Outer Height 5.83 Ft. Inner Height 5.17 Ft. Wt.of Water Displaced 30,758.00 Lbs. Outer Lengths Outer Widths Outer Length x62.4 Lb/CF(Wt of Water) Wt of Tank 8,450.00 Lbs. Top&Bottom Outer Length s Outer Widths 150 Lb/CFx 2(Top&Bottom)x Slab Thickness 2,325.00 Lbs. Ends Inner Width x Inner Height x 150 Lb/CF x 2(Ends)x Wall Thickness 5,687.50 Lbs. Sides Outer Height x Outer Length x 150 Lb/CF x 2(Sides)x Wall Thickness 1,225.00 Lb Baffle Inner Widthx(Inner Height-3 Inches)x 150 Lb/CFx x Waif Thickness 17,687.50 Lbs. Total Tank Wt. Sum Above four Wt.of Overburden 15,210.00 Lbs. @ 18"of Cover Outer Length x Outer Width x 120 Lb/CF(Saturated Soil Wt)x Soil Thickness Total 32,897.50 Lbs. Sum of Total Tank Wt.&Soil Overburden Water 30,758.00 < 32,897.50 Tank Tank Dimensions&Antifloatation:2,000 Gallon Pump Tank Dimensions Outer Length 13.00 Ft. Inner Length 12.50 Ft. Outer Width 6.50 Ft. Inner Width 6.00 Ft. Outer Height 5.83 Ft. Inner Height 5.17 Ft. Wt.of Water Displaced 30,758.00 Lbs. Outer Lengths Outer Width x Outer Length x 62,4 Lb/CF(WI of Water) Wt of Tank 8,450.00 Lbs. Top&Bottom Outer Lengths Outer Width x150Lb/CFx2(Top&Bottom)a Slab Thickness 2,325.00 Lbs. Ends Inner Width x Inner Height x 150 Lb/CFx 2(Ends)x Wall Thickness 5,687.50 Lbs. Sides Outer Heights Outer Length x ISO Lb/CFx 2(Sides)x Wall Thickness 1,225.00 Lb Baffle Inner Width x(Inner Height-3 Inches)x ISO Lb/CF x Wall Thickness 17,687.50 Lbs. Total Tank Wt. Sum Above four Wt.of Overburden 15,210.00 Lbs. @ 18"of Cover Outer Length s Outer Width 120 Lb/CF(Saturated Soil Wt)x Soil Thickness Total 32,897.50 Lbs. 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N v, _ -1 I--II 3 o — `I i o ' W -.z ton RA.- O m m I I� © NO-. ���- • N o kb N -13 yz. o Z D < - D ' r Risers, Lids, & Accessories Access Applications Standard Features& Benefits Our fiberglass access lids, PVC risers, and other tank accessories allow tank Fiberglass Risers& access without excavation.They're adaptable to virtually any tank, both new Lids Accessories and existing. Lids and accessories fit most types of ribbed PVC pipe, includ- ing Ultra-Rib, Ultra-Corr, KOR FLO, and Perma-Loc. Preassembled risers • Lids withstand 2500- • Risers come in and stock pipe lengths can be purchased from Orenco. Or stock lengths can lb wheel loads(1100 various diameters be purchased locally and cut as needed. All components are designed to kg),stronger than and can be cast into work well together. any other lid on the a concrete tank,or g market bolted down with • While not designed adapters. for vehicular traffic, • Adapter rings can our lids have a also be cast right breaking point into a concrete tank. greater than 8000 lb • Risers and adapters (3600kg)• can be easily bond- • Lids are fastened ed to fiberglass �_' with stainless steel, tanks with a struc- �a tamper-resistant tural adhesive. bolts(wrench • Grade rings allow included)to prevent installers to stack accidental entry. extensions onto ,..^1/ • Lids are an attrac- risers in the field. -,-. tive green and blend • Standard lengths in with landscaping. in 6-in.(152-mm) — Custom colors and increments are custom lid imprinting available,or custom are available on risers can be cut quantity orders. in increments of 1-3 • Lids are flatto allow in.(25-76 mm), placement of back- depending on yard furnishings.No diameter. unsightly domes,no • Accessories such tripping. as adhesive,pipe • Lids are lightweight, grommets,cord Orencos fiberglass access lids, risers, and other accessories are superior in qualitj watertight,non-skid, grips,splice boxes, watertight, non-corroding, and lightweight yet strong. Custom imprinting is available and non-corroding. pipe cutting and on quantity orders of 24-and 30-in. diameter lids(610 and 760 mm). lid insulation and drilling tools,insula- carbon filter vents lion,vents,and are available fiberglass brackets options. are available. • Lids come in multi- ple diameters and r.- ._i are easy to install. �"•......... To Order Mil Call your nearest Orenco Systems®, Inc. Distributor. For nearest Distributor, Orenco Systems call Orenco at 800-348-9843, or visit www.orenco.com and click on Incorporated "Distributor Locator." Changing the Way the World Does Wastewater® APS-RLA-1 Rev.4.2 41)10/05 www.orenco.com A Complete Package of Tank Accessories Fiberglass Lids Lid Fasteners Available in the following diameters: Self-tapping stainless steel bolt can be 12, 18, 24, 30,48 in. (460, 610, 760, used on risers with and without bolt 1220 mm). Lighter-duty lids available catches. in 8-, 12-, and 15-in, diameters (200, _ 1 305,380 mm). Custom imprinting 1 1 available on 24-in. and 30-in. lids - (610 and 760 mm). = 11.......X. - PVC Risers Available in the following diameters: 12, 18,24,30,48 in. (305, 460, 610, V 760, 1220 mm). Can be installed with Cutting Jigs and Tools adapters or cast into concrete tank. „I-el,-: For cutting Perma-Loc, Ultra-Rib, Lighter-duty PIP risers available in 8-, ' KOR FLO, and Ultra-Corr pipe in 12-,and 15-in. diameters (205, 305, the field and preparing pipe for and 380 mm). 441111111111111111111grommets/lid attachment. Tank Adapters Available in 24-and 30-in, diameters 1 n ,...,,m ,,._ , (610 and 760 mm). Can be cast into or bolted to concrete tank. # - . . 411 ' 4;P 0 Structural Adhesives Choose from several types depending Riser Extension Adapters on application. Single-and two- (Grade Rings) Fiberglass ABS PRTA component. RRFTA adapter adapter fits These easy-to-install adapters allow fits square round 111111/ mop height adjustment of risers in the openings. openings. field. i:,201.1 Bolt-Down Kits r For fastening tank adapter to tank. "' 0 Kit includes stainless steel anchor 1 Ill bolts and butyl sealant. = c• —.N t—•.,._r.:1 4/4 ®Orenco Symms Inc.2005 Distributed By: 1 Technical Data Sheet ; 4111/40 Cei Access Risers — Ultra-RIbTMOrenco Systems Incorporated 1-800-348.9843 Applications General Orenco's Access Risers provide access to septic tank open- Orenco Ultra-Rib'"Access Risers are constructed of ribbed ings and can be cast into the tops of concrete tanks, bonded PVC pipe and are available in 12", 18",21", and 24"diameters. in place,or bolted down using a riser tank adaptor.They can They can be ordered in 3-inch increments in lengths up to 13 also be used as valve enclosures. ft for 12"and 18"diameter risers, and up to 14 ft for 21"and 24" diameter risers. Standard Models RR12XX, RU18XX, RR21XX, RR24XX _� Nomenclature -- - -- R DAM+O+TO { 1.•,.t 5. I Discharge grommet: 10 = I" -- - _ 12 = I-I/4" 15 = 1-1/2" 20 = 2" 1_ . Splice Boa:` S = 1"grommet installed(for Orenco SBI-SB4 splice boxes) ti __� - L = 1-1/4"grommet installed(for Orenco SB5,SB6 splice box) ✓ .��_ - SI = SBI attached N. S2 SB2 attached S3 = SB3 atached S4 = SB4 attached L5 = SB5 attached L6 = SB6 attached SX = Prcdrilled hole for external splice box* XS = Explosion-proof splice box for simplex pumpst XD = Explosion-proof splice box for duplex pumpst XT = Explosion-proof splice box for triplex pumpst Riser height(inches) Riser diameter:l2"T,18"T,21",24" Routing code: U = Ultra-RibTM:18" R = Ultra-RibTM:12",21",24" Riser •Minimum riser height 18" t Used in Class]Division I environments T Not intended for use over pump vaults Materials of Construction Ultra-Rib'PVC Pipe: PVC Specifications Model RR12XX RU18XX RR21XX RR24XX I.D. 11.74 in.(298 mm) 17.65 in. (448 mm) 20.5 in.(521 mm) 23.50 in. (597 mm) Wall Thickness-excluding ribs 0.10 in.(3 mm) 0.19 in. (5 mm) 0.25 in.(6 mm) 0.20 in.(5 mm) 0.D.-including ribs 14.60 in.(371 mm) 19.44 in. (494 mm) 22.63 in.(575 mm) 28.50 in.(724 mm) Weight per foot(meter) 5 lb(7.4 kg) 11 lb(16.4 kg) 15 lb(22.3 kg) 19 lb(28.3 kg) ©2008 Orenco Systems.Inc. NTD-RLA-RR-2 Rev.1.0,© 4/08 Page 1 of 1 Orenco Technical Data Sheet SYSTEMS Access Risers - Kor Flo® Applications General Orenco's Access Risers provide access to septic tank openings and Kor Flo®Access Risers are constructed of 30-in.(750-mm)nominal diameter can be cast into the tops of concrete tanks,bonded in place,or ribbed PVC pipe.Risers are available in heights corresponding to the pipe ribs' installed using a riser-to-tank adapter.They can also be used as valve spacing. enclosures. Standard Model RR30XX Product Code Diagram '-� RR30• + + T • I Discharge assembly or grommet option: Blank = No discharge grommet HD = Pre-drilled for HDA125 HD2 = Pre-drilled for HDA200 10 = 1-in.(25-mm) 12 = 1 Y-in.(32-mrn) 15 = 1 Yz-in-(38-mm) • 20 = 2-in-(51-mm) C'. •*•'^ ; Connector/splice box option: Blank = No grommet or splice box • CLK = Pre-drilled for Clir•,kTightTM S = 1-in.(25-mm)grommet installed ; L = 1 Ya-in.(32-mm)grommet installed • S1 = SB1 attached S2 = SB2 attached S3 = SB3 attached • r S4 = SB4 attached L5 = SB5 attached • L6 = SB6 attached . - SX = Pm-Installed hub for extemal splice box' XS = Explosion-proof splice box for simplex pumps" XD = Explosion-proof splice bon for duplex pumps" XT = Explosion-proof splice box for triplex pumps" Riser height.2-in.(51-mm)Increments standard 30-inch(750-mm)riser diameter: Ribbed Riser,Kor-Flo® Requires minimum 18-in.(457-mm)riser height For Class I Division 1 environments Material of Construction Pipe: PVC Specifications Dimensions Model RR30 I.D.,in.(mm) 29.5(750) O.D.including ribs,in.(mm) 32(816) Rib spacing 2(51) Weight,lb/ft(kg/m) 27(3.7) Kor Fle is a trademark of Royal Municipal Solutions Orenco Systems®•800-348-9843•+1 541-459-4449•www.orenco.com NTD-RLA-RR-5 Rev.3 0 03/20 Page 1 of 1 Submittal Data Sheet Fiberglass Access Lids cal Orenco Systems' Incorporated 1.800.348-9843 Applications General Orenco Fiberglass Access Lids are used as riser covers, pump Orenco Fiberglass Access Lids are molded using fiberglass basin covers, and access port covers. Lids fit "Perma-Loc," reinforced polyester resin encapsulating a wood core. The "Ultra-Rib," and KOR FLO type pipe. finish is green and the top surface is textured to provide a nonskid surface. (Gasketed lids include a polyurethane gas- ket or EPDM o-ring,which is cast-in). Lid comes with either two or four 1/4" stainless steel flathead socket cap screws Actual View and a hex key wrench. Orenco Fiberglass Access Lids are capable of supporting a 2500 lb.wheel load; however, they are not designed or recommended for vehicular traffic. _.i ti�.•1�L�V�1�1�ti�ti�l:ti.ti:ti::.:L.L...•.••...1..,:L.y_ .V91:ti•1:1:y1�1:1�ti�1�1:1�A�1.•..ti.1.•v..,.:..•.•l•L•1•ti.L•,• LfL:ti•1�ti;ti:t�1��:1:`.�ti:ti: �`.�:fy�tif:".. :'.s�s:.. Standard Models FL18G-4BU, FL21G, FL24G, FL24-4B, FL24G-4BK, FL30G, FL48G Cutaway utaway View FL as Indicates options: Wood Core c gasket V = vent CF = carbon filter 12 = 2"insulation Gasket 14 — 4"insulation 4I3 = 4 boll hole lid for Perma-Loc/Ultra-Rib pipe(24"only) 4BU= 4 bolt hole lid for Ultra-Rib pipe(I8"only) Seating Groove— 4BK= 4 bolt hole lid for KOR FLO pipe Lid diameter: 18",21",24",30",48" Fiberglass lid Specifications Dimensions Model FL18 Model FL21 Model FL24 Model FL30 Model FL48 O.D.(in.) 20.0 22.5 26.25 32.0 53.875 Groove I.D.(in.) 17.5 20.75 23.5 29.5 47.5 Avg.Thickness(in.) 0.625 1.0 0.75 1.25 1.5 Options Available Feature Model Code Adder Optional/Standard Air Vent V Optional Carbon Filter' CF Optional Lid Insulation' 12 or 14 Optional 'For more information on this option, refer to the Carbon Filters submittal data sheet, NSU-RLA-CF-1. 'Slue styrofoam;R-value per 2"increment is 10. Materials of Construction Fiberglass Reinforced Polyester Wood Core EPDM or Polyurethane Gasket ®2003 Orenco Systems Inc. NSU-RLA-FL-1 Rev.5.1,m 11/03 Page 1 of 1 SERIES Si R ACCESS DOOR HP www.HallidayProducts.com Phone 800-298-1027 Fax 407-298-4534 STANDARD FEATURES: HALLIDAY PRODUCTS Sales@HallidayProducts.com •AUTO—LOCK T-316 STAINLESS STEEL HOLD OPEN ARM WITH RELEASE HANDLE •T-316 STAINLESS STEEL HINGES AND ATTACHING HARDWARE STANDARD SIZES • NON—CORROSIVE PADLOCK BAR •SINGLE LEAF CONSTRUCTION MODEL A DIM. C DIM. UNIT WT. •300 LBS. PER SQ. FT. LOAD RATING QTY. NO INCHES INCHES L65. (1464 KG. PER SQ. METER LOAD RATING) (MM) (MM) (KG.) • EXTRUDED ALUMINUM FRAME S1R2424 24 (61o) 24 (610) 37 (17) • RECESSED LIFTING HANDLE S1R2430 24 (610) 30 (762) 42 (19) • LIFETIME GUARANTEE S1R2436 24 (610) 36 (914) 48 (22) S1R2442 24 (610) 42 (1067) 55 (25) 1 S1R3030 30 (762) 30 (762) 49 (22) - LIFTING HANDLE ' • ' • ' - S1R3042 30 (762) 42 (1067) 64 (29) S1R3048 30 (762) 48 (1219) 71 (32) �E , ' 7 S1R3054 30 (762) 54 (1372) 79 (36) PADLOCK 0:° S1R3060 30 (762) 60 (1524) 87 (39) BAR I °-° S1R3636 36 (914) 36 (914) 65 (25) 0 zJ S1R3642 36 (914) 42 (1067) 79 (36) W W < S1R3648 36 (914) 48 (1219) 85 (39) 0 I S1R3654 36 (914) 54 (1372) 91 (41) U S1R3660 36 (914) 60 (1524) 100 (45) x x xI I 0- 0 51R3666 36 (914) 66 (1676) 109 (49) 4 A x x1—k ----=II °_ ° A f S1R3672 36 (914) 72 (1829) 116 (53) L . x x x J S1R4242 42 (1067) 42 (1067) 93 (42) -_. A OPENING I 3" OVERALL (76 MM) TYP. S.STL. & ALUM. IF POSITIVE LOCKING 1/4" (7 MM) THICK DIAMOND HOLD OPEN ARM r PATTERN ALUM. COVER PLATE 11111 T-316 S.STL. HINGE WITH TAMPER PROOF • PRIMER REQUIRED FASTENERS mA OPENING - ir (COVER SHOWN IN 3-0cD OPEN POSITION) SECTION A—A DETAIL SER-SIR-N 12/11/96 piriLyit Inc. Innovations in Precast,Drainage Zabel° PL-525 Effluent Filter &Wastewater Products ` A Division of Polylok Inc. PL-525 Filter The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots.Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball installed with every filter.When the filter is removed for cleaning,the ball will float up and temporarily shut off the system so the effluent won't leave the tank. Features: 1/16" Filtration Slots Alarm • Rated for 10,000 GPD(gallonsday). Switch per . Y (Optional) • 525 linear feet of 1/16" filtration. 10,000 GPD • Accepts 4"and 6"SCHD 40 pipe. �— Accepts 1" Pvc p Extension Handle • Built in gas deflector. • Automatic shut-off ball when filter is removed. Rated for • Alarm accessibility. 10,000 GPD • Accepts PVC extension handle. PL-525 Installation: Ideal for residential and commercial waste flows up to = ~'— 525 Linear Ft. 10,000gallonsper day(GPD). of 1/16" ( ) Filtration Slots 1.Locate the outlet of the septic tank. 2.Remove the tank cover and pump tank if necessary. Accepts 4"&6"--► 3.Glue the filter housing to the 4" or 6" outlet pipe.If SCHD 40 pipe the filter is not centered under the access opening use a \Polylok Extend&Lok or piece of pipe to center filter. - 4.Insert the PL-525 filter into its housing. to 5.Replace and secure the septic tank cover. Certified p P NSF/ANSI Standard 46 PL-525 Maintenance: 1 18" The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning.It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years.If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter j - , Gas Deflector needs servicing.Servicing should be done by a certified septic tank pumper or installer. f— Automatic Shut-Off Ball 1.Locate the outlet of the septic tank. 2.Remove tank cover and pump tank if necessary. 3.Do not use plumbing when filter is removed. 4.Pull PL-525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all 0101110 solids fall back into septic tank. 6.Insert the filter cartridge back into the housing making sure the filter is properlyalignedand completely inserted. Outdoor SmartFilter®Alarm Extend&LokTM PYPolylok,Zabel&Best filters accept Easily installs 7.Replace and secure septic tank cover. the SmartFilter®switch and alarm. into existing tanks. Polylok,Inc. 3 Fairfield Blvd. Wallingford,CT 06492 'loll Free:877.765.9565 Fax:203.284.8514 www.polylok.com 1 REQUIRED PDLYOXC. INSTALLATION INSTRUCTIONS Innoratlonsin Precast,oducDrainage ' Zabel' PL-525/PL-625 FILTER &Wastewater Products �� A Minton of Poybk Inc. INSTALLATION INSTRUCTIONS -- Center filter 1 14 , 1 ,1 I If . i f, I i 1 , r.1 I I 1 , i , with opening r 1 , l ,1 I It , 1 , 1 1 I ,1 o. r t M II ce z II MIN 11■n ii . w— .� -Ito ® g Additional pipe or Polylok Extend&Lok'' Glue for centering. Step 1: , Step 2: Step 3: (A) Locate the outlet of the septic tank. (A) Before installation, place the (A)Glue the filter housing on the (B) Remove tank cover and pump tank filter housing on to the outlet pipe. outlet pipe. if necessary. (B) Make sure that the housing (B) Insert the filter cartridge in the is positioned so the filter can be housing, making sure the filter removed from the tank for cartridge is properly aligned and maintenance and service, completely inserted in the housing. MAINTENANCE INSTRUCTIONS p. 1 , 1 1 , , ,1 1 i ,i I 1 ,1 .I ,1 , i.,l I ,1 1 , 1 , i ,l 10 .. .. • ...„ .. . . 4, . _ , ... 1 _ ,,,,,• ,. : . , .. .1- _`.. .1_,., .1- ..... �1. Step 1: Step 2: Step 3: Locate the outlet of the septic tank. (A) Remove tank cover and pump (A) Insert the filter cartridge back if necessary. into the the housing making sure DO NOT USE PLUMBING (B) Pull the filter out of the housing. the filter is properly alighed WHEN FILTER IS REMOVEj and completely inserted. (C)Hose off the filter over the septic tank. USE RUBBER GLOVES Make sure all solids fall back into the (B) Replace septic tank cover WHEN CLEANING FILTER septic tank. PDLyQX . INSTALLATION INSTRUCTIONS &WstewaterP duct aa °rage 4, Ao.at ,ok,nc. P L-525/P L-625 F I LT E R PL-525/PL-625 FEATURES & BENEFITS Features & Benefits: - :,..: • Rated for 10,000 GPD - ,..: • PL-525 = 525 Linear Feet of 1/18" Filtration PL-625 = 625 Linear Feet of 1/32" Filtration PL-525 PL-625 •Accepts 4" and 6" SCHD. 40 pipe The PL-525/625 Effluent Filter should operate efficiently • Built in Gas Deflector for several years under normal conditions before •Automatic Shut-Off Ball when Filter is Removed requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped or at least every •Alarm Accessibility three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the •Accepts PVC Extension Handle filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. RECOMMENDED PRODUCTS Polylok PVC Filter i ,i f Extension Handle h !... — • 1Illir Jilt Risers & Riser Covers Extend & LokTM Riser Safety Screens Filter Alarm Panel and Polylok risers bring your Polylok Extend & LokTM Polylok safety screens SmartFilterTM Control septic tank cover to grade. is a simple, easy to use prevent tragic accidents Switch This allows locating and solution that can extend from happening by children Polylok filter alarm panels servicing your filter easier the inlet or outlet pipe and and pets falling into open and switchs provid a visual and time saving by elimi- make filter and/or baffle septic tank entrances. and audible notification of nating digging to find tank installation a snap. impending filter and tank entrance. Fits 3" and 4" pipe. servicing. For a full list of Polylok products please visit our web site at: www.polylok.com TECHNICAL BROCHURE B3885 r FEATURES 1 Impeller: Cast iron, semi-open, non-clog with pump-out vanes for 1111 mechanical seal protection. Balanced for smooth operation.Silicon < —, bronze impeller available as an option. Casing: Cast iron volute type for maximum efficiency.2" NPT discharge. Mechanical Seal: Silicon Carbide vs. Silicon Carbide sealing faces. Stainless steel metal parts, BUNA-N elastomers. ;.. 4 GOULDS 'i•' Shaft: Corrosion-resistant, stainless steel.Threaded design. ti Effluent Pump Locknut on all models to guard against component damage on accidental reverse rotation. Fasteners: 300 series stainless steel. Capable of running dry without damage to components. �"'�"" Designed for continuous operation when fully submerged. EXTENDED WARRANTY AVAILABLE FOR RESIDENTIAL APPLICATIONS. vv E s . eries Model 3885 SUBMERSIBLE EFFLUENT PUMPS IGOULDS WATER TECHNOLOGY a xylem brand ou • s " " a er ec no ogy Wastewater APPLICATIONS • SJTOW or STOW severe duty oil and water resistant Specifically designed for the following uses: power cords. • Homes, Farms,Trailer Courts, Motels, Schools, • '/3- 1 HP models have NEMA three prong grounding Hospitals, Industry, Effluent Systems plugs. • 1 t/2 HP and larger units have bare lead cord ends. SPECIFICATIONS Three phase(60 Hz): Pump • Class 10 overload protection must be provided in • Solids handling capabilities: Y4" maximum. separately ordered starter unit. • Discharge size: 2" NPT. • STOW power cords all have bare lead cord ends. • Capacities: up to 140 GPM. •Total heads: up to 128 feet TDH. • Designed for Continuous Operation: Pump ratings •Temperature: are within the motor manufacturer's recommended 104°F(40°C)continuous, 140°F(60°C) intermittent. working limits, can be operated continuously with- out damage when fully submerged. • See order numbers on reverse side for specific HP, • Bearings: Upper and lower heavy duty ball bearing voltage, phase and RPM's available. construction. MOTORS • Power Cable: Severe duty rated, oil and water resis- • Fully submerged in high-grade turbine oil for lubri tant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and cation and efficient heat transfer. to prevent oil wicking. Standard cord is 20'. Option- • Class B insulation on 'A- 11/2 HP models. al lengths are available. • Class F insulation on 2 HP models. • 0-ring:Assures positive sealing against contami- Single phase(60 Hz): nants and oil leakage. • Capacitor start motors for maximum starting torque. AGENCY LISTINGS • Built-in overload with automatic reset. S P„ Tested to A 1tandds By CanadianUL Stan778daranddscS Associat22.2ion08 File#LRar38549 c us METERS FEET 40 130 SERIES:WE 120 t, ~ SIZE: 3/4" SOLID` RPM: 3500& 35 30 1 E � 'MI1,,,,, 5 GPM ■■• S FT 0 90 11211112411114111 = 25 80rZMIIIIIIIIIIIkEN z 20 70 \'yd r I1 3211, 111`,,,I11111111111 0 60 1iuuuI.lIiUUIuIIIlil 51.70 Ft TDH 5 5 �� �:��:������►��'��„',,,,,I1■■, 401125N,'1'11„II ,O 111111 11111 10 MMITIMMOIM.MMIN'!M MIND- Mil.O•••��•M••• 5 20 Yiii`r7BILs,,EM1l' 5, _. `\Ii►� �������� ` �■�I 10 , �� M _ ' , I 0 00 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM I I I I I I I I i I I I I I I 0 5 10 15 20 25 30 35 m3/hr 62.08 GPM CAPACITY PAGE 2 ou • s " " a er ec no ogy Wastewater MODELS Order Impeller Maximum Locked Rotor KVA Full Load Resistance Power Weight Number HP Phase Volts RPM Diameter(in.) Amps Amps Code Efficiency % Start Line-Line Cable Size (lbs.) WE0311 L 115 10.7 30.0 M 54 11.9 1.7 WE0318L 208 6.8 19.5 K 51 9.1 4.2 WE0312L 230 4.9 14.1 L 53 14.5 8.0 WE0311 M 0.33 115 1750 5.38 10.7 30.0 M 54 11.9 1.7 16/3 56 WE0318M 1 208 6.8 19.5 K 51 9.1 4.2 WE0312M 230 4.9 14.1 L 53 14.5 8.0 _WE0511 H 115 14.5 46.0 M 54 7.5 1.0 14/3 60 WE0518H 208 8.1 31.0 K 68 9.7 2.4 WE0512H 230 7.3 34.5 M 53 9.6 4.0 16/3 60 WE0538H 200 3.56 4.9 22.6 R 68 NA 3.8 WE0532H 3 230 3.3 18.8 R 70 NA 5.8 14/4 60 WE0534H 460 1.7 9.4 R 70 NA 23.2 WE0537H 0.5 575 1.4 7.5 R 62 NA 35.3 WE0511 HH 115 14.5 46.0 M 54 7.5 1.0 14/3 60 WE0518HH 1 208 8.1 31.0 K 68 9.7 2.4 16/3 60 WE0512HH 230 7.3 34.5 M 53 9.6 4.0 WE0538HH 200 3.88 4.9 22.6 R 68 NA 3.8 WE0532HH 3 230 3.6 18.8 R 70 NA 5.8 14/4 60 WE0534HH 460 1.8 9.4 R 70 NA 23.2 WE0537HH 575 1.5 7.5 R 62 NA 35.3 WE0718H 1 208 11.0 31.0 K 68 9.7 2.4 14/3 70 WE0712H 230 10.0 27.5 J 65 12.2 2.7 WE0738H 0.75 200 4.06 6.2 20.6 L 64 NA 5.7 _WE0732H 3 230 5.4 15.7 K 68 NA 8.6 14/4 70 WE0734H 460 2.7 7.9 K 68 NA 34.2 WE0737H 575 2.2 9.9 L 78 NA 26.5 WE1018H 208 14.0 59.0 K 68 9.3 1.1 1 14/3 70 WE1012H 230 3450 12.5 36.2 J 69 10.3 2.1 WE1038H 1 200 4.44 8.1 37.6 M 77 NA 2.7 _WE1032H 3 230 7.0 24.1 L 79 NA 4.1 14/4 70 WE1034H 460 3.5 12.1 L 79 NA 16.2 WE1037H 575 2.8 9.9 L 78 NA 26.5 WE1518H 1 208 17.5 59.0 K 68 9.3 1.1 14/3 80 WE1512H 230 15.7 50.0 H 68 11.3 1.6 WE1538H 200 4.56 10.6 40.6 K 79 NA 1.9 WE1532H 3 230 9.2 31.7 K 78 NA 2.9 14/4 80 WE1534H 460 4.6 15.9 K 78 NA 11.4 WE1537H 575 3.7 13.1 K 75 NA 16.9 WE151BHH 1.5 208 17.5 59.0 K 68 9.3 1.1 1 14/3 80 WE1512HH 230 15.7 50.0 H 68 11.3 1.6 WE1538HH 200 5.50 10.6 40.6 K 79 NA 1.9 WE1532HH 3 230 9.2 31.7 K 78 NA 2.9 14/4 80 WE1534HH 460 4.6 15.9 K 78 NA 11.4 WE2012H 1 230 18.0 49.6 F 78 3.2 1.2 14/3 83 t, s "I. I _ 7: . 7 WE2032H 2 3 230 5.38 11.6 42.4 K 78 NA 1.7 14/4 83 WE2034H 460 5.8 21.2 K 78 NA 6.6 WE2037H 575 4.7 16.3 L 78 NA 10.5 PAGE 3 PERFORMANCE RATINGS(gallons per minute) COMPONENTS Order WE- WE- WE- WE- WE- WE- WE- WE- WE- , Item No. Description No. 03L 03M 05H 07H 10H 15H 05HH 1SHI� 20H ; 1 Impeller HP Y3 %s ' %4 1 11/2 %z 11 2 d 2 Casing RPM 1750 1750 3500 3500 3500 3500 3500 3500 3500 ; 3 Mechanical Seal 5 86 - - - - - - - - 4 4 Motor Shaft +I 5 Motor 10 70 63 78 94 - - 58 95 6 Ball Bearings 15 52 52 70 90 103 128 53 93 138 a 7 Power Cable 4 20 27 35 60 83 98 123 49 90 136 *4 8 Casing 0-Ring 25 5 15 48 76 94 117 45 87 133 4 o '4 3 30 - - 35 67 88 110 40 83 130 4 �s 4 Vi 4 -440 c 35 - - 22 57 82 103 35 80 126 4 7_ 449 m 40 - - - 45 74 95 30 77i 121 a I l � 45 - - - 35 64 86 25 741 116 a ilit = 50 - - - 25 53 77 - 701 110 �.I ""- H 55 - - - - 40 67 - 66I 103 ) 5 J 6 60 - - - - 30 56 - 63 96 j 4 65 - - - - 20 45 - 58 89 : 8 I 3 70 - - - - - 35 - 55 81 1, ''!'s a 75 25 51 74 1 �! --. IA 80 - - - - - - - 47 66 4 2 90 - - - - - - - 37 49 100 28 , DIMENSIONS (All dimensions are in inches.Do not use for construction purposes.) E-11%z"--> ROT'T ON t 5��4 - -1141Niih._ 16" 2"NPT i ler „ r----, N .4 - 3A" T \ + KICK-BACK �7/e„ le m Xylem,Inc. 2881 East Bayard Street Ext.,Suite A Let's Solve Water Seneca Falls, NY 13148 Phone: (866)325-4210 Fax:(888)322-5877 www.xyleminc.com/brands/gouldswatertechnology Goulds is a registered trademark of Goulds Pumps,Inc.and is used under license. ®2012 Xylem Inc. B3885 R1 April 2012 Technical Data Sheet 41,11.5 External Splice Boxorem°Systems Incorporated 800-348-9843 Applications General The Orenco`©External Splice Box attaches outside the access To specify the Orenco External Splice Box for your installation, riser of an underground tank. It is engineered specifically for require the following: water and wastewater treatment systems and is especially suited • Watertight for prolonged submergence per UL listing(Type 6P) for use in locations prone to high groundwater and other wet conditions. Its separate conduit hubs,large volume, and optional • Attachment external to access riser to allow inspection with no dividers make it useful for maintaining isolation of high and low need to open the riser lid voltage wires where needed. It has four cord grips which accom- • Volume of 100 in.'(1639 cm3)for easy wiring access and to modate power cords for floats and pumps of 0.170-0.470 inches accommodate multiple wiring configurations (4.3- 11.9 mm)in diameter.Unused cord grips can be plugged • Bottom entry,so conduit or direct-bury cable always remains watertight with the supplied cord grip plugs. Each External Splice below minimum burial depth Box is provided with a hole-cutting template to simplify installa- tion on the riser and a 4-inch (100-mm)diameter grommet for the • Molded of UL(f1)rated plastic, resistant to cold and UV riser penetration. exposure, suitable for external applications • Optional divider plates available for isolating high and low vol- tage wires from separate conduits or direct-bury cable Standard Models SBEX1-4,SBEX1-4-P Nomenclature SBEX1-4 - T I Blank=no divider plates P =divider plates External splice box • • , 4' r�� ® The External Splice Box is molded of a UL (11)rated PVC alloy. It has a UL Type 6P list- ,.1' ing for prolonged submergence. ©2012 Orenco Systems'Inc. NTD-SBEX-1 Bev.1.1,©07/12 Page 1 of 2 External Splice Box (continued) Physical Specifications Materials of Construction Volume 100 in.'(1639 cm3) Splice box PVC alloy Cord grips 4 per SBEX Cord grips Nylon Cord grip plugs 3 per SBEX Cord grip plugs EPDM rubber Cord diameters 0.170-0.470 in. (4.3- 11.9 mm) 0-rings Buna rubber accommodated Conduit hub plug PVC per ASTM D-1784 Conduit hubs 2 4-in.(100-mm)grommet* EPDM rubber Conduit hub plug 1 Grommet not shown/ illustration below Conduit sizes 3/4 in. accommodated 1 in.(with coupling) %2 in.(with fitting or bell end) Diameter of hole 5 in.(127 mm) into riser (hole-cutting template included) H5.24 in.(133 mm) ► Threaded - cap •;u; 8.25 in.(133 mm) immembli 4.5 in. (114 mm) •- ) A ,i ' ... , . a._. a • p I Cord grip Cord grips Cord grip Optional Conduit Optional plugs (3) (4) plate divider hubs (2) divider — Conduit hub plug (1) NTD-SBEX-1 ©2012 Orenco Systems'Inc. Rev.1.1,©07/12 Page 2 of 2 Technical Data Sheet ^., mil *.1 Float Switch Assemblies Orenco Systems' Incorporated 800-348-9843 Applications General Float switches are used to signal liquid level positions for alarm All models listed are UL listed and CSA certified for use in water and pump control applications.Orenco float switch assemblies or sewage."A" model float switches are also CE certified for sale can be mounted in pump vaults,effluent screens,pump basins, in European Union countries. Non-mercury float switches and risers. (models B,C, D, L, N, P,V and X)are used where components containing mercury are prohibited. Float switches are typically ordered in assemblies that include On Float collar one or more switches mounted on a 1-inch PVC float stem.ABS A float collars are used to provide secure mounting that is easily X adjustable."A" and"T" model float switches use Super Vu-Tron® 0 electrical cords for superior chemical and water resistance. Set point ----e--• — 11 Standard Models y A, B, C, D, G, L, N, P, T,V, X • Off Float tether Nomenclature MF - lord length option: ei Blank= 10 ft(3 m),standard 20 = 20ft(6m) 30 = 30 ft(9 m) 50 = 50 ft(15 m) Application: FS = field set Float stem — FTt.= elbow-style(base-inlet filters only) PB = pump basin V = pump vault(standard float settings) VC = pump vault(custom float settings) Float stern length: Blank= no float stem(floats and collars only) 19,21,27,33,37,39,45,51,57,66= stem length,in. 4 pe 5,11 = stem length,in.(for elbow-style float brackets) Float color code and function: Blank= no color code B = blue(pump on) G = green(pump or override timer oWVofq P = purple(lag pump on/enable) R = red(pumps/timer on/off) W = white(redundant off,low level alarm) a Y = yellow(high level alarm) YG = yellow-green(high level alarm,override timer on/off) YP = yellow-purple(high level alarm,lag pump on/enable) The "On"and "Off"positions describe normally open floats. Float switch models fisted in order from the fop of the float stern down): For normally closed floats, the functions are reversed. A,B,C,o,G,L,NI,P,T,V,X Number of float switches(when using multiples of the same float switch model): Blank= no multiples of the same float switch model Materials of Construction Float switch assembly Float housing Impact-resistant, noncorrosive PVC plastic Nomenclature Examples for use in liquids up to 140'F(60' C) p Float cord, Flexible 2-conductor(UL, CSA) SJOOW; When ordering float switch assemblies,remember to list float A and T models Super Vu-Tron®Supreme,yellow switches from the top of the float stem down.An "MFABT-" Float cord, Flexible 2-conductor(UL, CSA) SJOW;water nomenclature indicates one "A" switch at the top of the stem,one All other models resistant(CPE); neoprene coating "B,' in the middle of the stem,and one"T" switch at the bottom of the stem;an "MF2AT"indicates "A"switches at the top and Float collar ABS middle of the stem,and one "T"switch at the bottom of the stem. ©2013 Orenco Systems®Inc. NTD-MF-MF-1 Rev.1,2,©07/13 Page 1 of 2 Float Switch Assemblies Signal- and Motor-Rated Float Switch Matrix Float State' Type2 IR3 Volts Amps hp Tether X Y Drawdown4 (for control ntrol switch applic ,,,,:; Amami, " A Modela Normally open Mercury Yes n/a n/a n/a 2.00 in, n/a n/a -a T Model Normally closed Mercury Yes n/a n/a n/a 2.00 in. n/a n/a n/a • gs r tar ntrol switch app'pations) - L Models Normally open Mechanical Yes nlla n/a n/a 2.00 in, 1.50 in. 1,50 in. 3.00 in. N Modelb Normally closed Mechanical No n/a n/a n/a 2.00 in. 1.50 in. 1.50 in. 3.00 in. P Modelb Normally open Mechanical No n/a n/a n/a 2.00 in. 1.50 in, 1.50 in. 3.00 in, V Models Normally open Mechanical,small drawdown Yes n/a n/a Na 2,00 in. <1 in. <1 in. <1 in. X Model Normally closed Mechanical,small drawdown Yes n/a n/a Na 2.00 in. <1 In. <1 in. <1 in. Motor-rated floatss(for pump switch applications) B Modelb Normally open Mechanical No 120V 13A 1/2 hp 2,00 In,' 2.50 in. 1.50 in. 4.00 in. 240V 13A 1 hp 3.00 in. 3.00 in. 1.50 in. 4.50 in. 4,00 in. 3.25 in. 1.50 in. 4.75 in. C Modelb Normally open Mechanical No 120V 13A 1/2 hp 2.00 in. 3.00 in. 2.50 in. 5.50 in, 240V 15A 2 hp 3.00 in,' 3.50 in. 3.00 in. 6.50 in. 4.00 in. 4.00 in. 3.50 in. 7.50 in. 5.00 in. 4,50 in, 4,00 in. 8.50 in, 6,00 in. 5.25 in. 4.25 in. 9.50 in, D Modelb Normally open Mechanical No 120V 3/4 hp 2.00 in.' 3.00 in, 2.50 in. 5,50 in, 240V 15A 2 hp 3.00 In, 3.50 in, 3.00 in. 6.50 in. 4.00 in. 4,00 in. 3.50 in. 7.50 in. 5.00 in. 4.50 in. 4.00 in. 8.50 in. 6.00 in. 5.25 in, 4.25 in. 9.50 in. G Model Normally open Mercury Yes 120V 15A 3/4 hp 2,00 in. 1.50 in. 3.00 in. 4.50 in. 240V 15A 2 hp 3.00 in.' 1.75 In. 3.00 in. 4,75 in. 4,00 in, 2.00 in. 3.50 in. 5.50 in. a.Suitable for use with VCOM and MVP b.Suitable for use with potable water, c.Standard tether length Notes 'State:normally open or normally closed a Drawdown The default state of a float-normally open or normally closed-refers to the Drawdown(in inches)refers to the difference in liquid level between a float contact positions in the float when the float is resting(down).Float switches switch's activation and deactivation points.Drawdown can be altered by have an internal contact The terms"normally open"(N/0)and"normally adjusting the tether length of the float switch cord. When selecting float closed'(N/C)refer to the state of the float switch contact in the down position. switches,keep in mind that any float switch that can directly start and stop A normally open float switch has an open contact(off)in the down position and a pump(one that has no motor contactor in the control panel)should have a a normally closed float switch has a closed contact(on)in the down position. drawdown capability,to avoid rapid cycling of the pump. Different panel functions require different types of float switches.Most app/i- 5 Signal rated or motor rated cations require float switches that are normally open.One notable exception is the redundant off and low-level alarm function that requires a normally closed Every float has a maximum amount of current it can handle.Exceeding these float switch,except with MVP and VCOM panels. limits may cause premature failure.Signal-rated or"control"floats are used to activate pump control panels and alarms.Only low amperage signals pass 2 Type through these float switches,hence the float switch is"signal-rated."All Floats have mechanical or mercury contactor types.The important distinction Orenco panels that use motor contactors can use signal-rated float switches. between these is that mercury floats are not rated for potable water in some systems,a float switch is used to directly start and stop a pump.In 3 IR(intrinsically sale relay) this application,the current that is running the pump passes through the float switch as well,and the float switch must be"motor-rated."In most instances, Approved for use with intrinsically safe,Class I,Division l applications,where reliable float switch operation with very low current is required. a motor rated float switch can be used as a signal float switch. NTD-MF-MF-1 ©2013 Orenco Systems°Inc. Rev,12,©07/13 Page 2 of 2 Float Switch Assemblies thw co%Mamo Incorporated 1-800-348.9843 Installation, Operation and Maintenance Instructions Model MF Installation Instructions The float switch assembly is typically mounted in the screened pump vault or effluent screen inside of a septic or dosing tank. The assembly is detachable without removal of the screened pump vault or effluent screen. A typical float switch assembly is shown below. Step 1: Each float cable is provided with a color marker.This marker indicates the function of the float. Make sure that your float cable color markers corre- spond with the wiring diagram provided. If the wiring diagram does not Float function match your float cable marker colors, contact Orenco Systems® Inc. or color marker your local dealer for assistance. Float stem Adjustable float collar I `• Stainless steel set screw OBI Float • Step 2: To check for proper float switch operation, move each switch up and down and check for interference. Remove the assembly from its holding bracket by snapping it out of the holding bracket. • ahOlk I ©2003 Orenco Systems'Inc. NIN-MF-MF-1 Rev.2.0,©11/04 Page 1 o14 Installation Instructions (continued) ® Step 3: 1111111— If any float interferes with another,the float may be adjusted by loosening �� the stainless steel set screw provided in the float collar. Using a phillips screwdriver, slowly back the screw out of the collar to a point at which the collar may be adjusted. Be careful not to back the screw completely out of � 07 the collar. Carefully rotate the collar on the stem until the float switches can f move freely past one another.Tighten the stainless steel set screw and J recheck. �(� +` Warning: Be careful not to alter the the tether lengths of any of the floats. itfa/�,K `� Alteration of the tether length may affect proper operation of the float t switch assembly. pri IV •14 tre.:;?.; gliiik 111111 vill e Step 4: © l PI Check the float settings with the project plans and specifications. If the set- tings need to be adjusted, loosen the set screw as described in step 3. Adjust the float switches to the desired level and tighten the set screw. all Make sure float level settings do not violate any state or local regulations. Note: The float stem provided is the maximum length possible without �1, interfering with the pump minimum liquid level or screened pump vault k intake ports. Never lengthen the float stem without prior approval from - �� Orenco. Lengthening of the float stem will void the warranty. IA III Step 5: 0 I' Replace the float switch assembly in the holding bracket. Make sure the assembly snaps fully into the bracket. IStep 6: ramil O. allow for easy removal of a float switch assembly, a 1" diameter handle ,� may be added to the top of the float switch assembly. Measure the distance from the top of the float switch assembly up to about one foot from grade level. Cut a 1" diameter PVC pipe to the measured length and glue it into the handle. f^r NIN-MF-MF-1 ©2003 Orenco Systems Inc. Rev.2.0,©11/04 Page 2 of 4 Installation Instructions (continued) Step 7: • When used with an Orenco electrical splice box: 0} o` Push the level control wires through the watertight cord grips into the electrical splice box. Leave an adequate length of electrical cable coiled j il.1. inside the riser to allow for easy removal of the pump and float switch - _ 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 0 ® cord grip.Tighten the cord grips by hand, not by tool,then test the tight- ness 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. Note: See the splice box instructions(EIN-SB-SB-1)and corresponding splice box diagram for connection instructions. ©2003 Orenco Systems"Inc. NIN-MF-MF-1 Rev.2.0,©11/09 Page 3of9 Maintenance Instructions Oren�ccoSdystems' 1-800.348.9843 During the annual inspection,follow the testing procedures provided to ensure that the system is operating properly. If a float is found to be faulty, either during the annual inspection or during troubleshooting after an alarm condition, see the section below titled Removing and Replacing Inoperative Floats. Removing and Replacing Inoperative Floats Important: Before doing any work either on the wiring to the level control floats and pump in the vault or in the pump control panel, switch the circuit breakers in the panel to their "OFF"positions;then switch off the power to the system at the service entrance panel. 1. Remove the float assembly from the vault. 2. Using a Phillips screwdriver, remove the stainless steel screws from the splice box lid, being careful not to drop the screws into the tank. 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 other appropriate method. Loosen the cord grip at the splice box and verify the appropriate splice for the float. Unscrew the wire nuts and remove the float. 3. Remove the inoperative float and replace it with a new one. Push the float cable through the watertight cord grip into the electrical splice box. Leave an adequate length of electrical cord coiled inside the riser to allow for easy removal of the float assembly. Do not remove the colored markers or the paper tags from the float cords, and do not try to thread the markers and tag through the cord grip.Tighten the cord grip by hand, not by tool,then test the tightness of the cord grip by tugging on the cord.A cord is secure when the cord grip is tight enough to prevent slippage.An adequate length of cord should be left within the splice box to allow for easy removal for future disconnecting and resplicing. 4. Refer to document EIN-SB-SB-1 for instructions to splice the float wire to the wire from the control panel.Attach the float wires using the waterproof wire nuts. It is 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! 5. Replace the float and collar and return the assembly to the pump vault. 6. Reconnect power and test the unit. NIN-MF-MF-1 ©2003 Orenco Systems'Inc. Rev.2.0,©11/04 Page 4 of 4 1 Orenco Technical Data Sheet SYSTEMS VeriComm® S RO Control Panels Applications Features, con't. VeriComm®Si RO and S2R0 remote telemetry control panels are used Communication and Alarm Management with on-demand simplex pumping operations. Coupled with the web- • Provides remote telemetry and a web-based monitoring applica- based VeriComm Monitoring System,these affordable control panels tion for communication and alarm management(see VeriComm give wastewater system operators and maintenance organizations the Monitoring System,NTD-CP-VCOM-1) ability to monitor and control each individual system's performance • Updates point values(including timer settings)and queued changes remotely,with real-time efficiency,while remaining invisible to the during each host communication session homeowner, • Contacts with host monthly; more frequently during alarm conditions Multiple Communication Methods • Call-In to VeriComm®Host(phone line or optional high speed internet) 1 •�-_ "_ —Signals critical fault conditions that require immediate attention if -„,, � •,_,.44I ' (e.g.,pump failure)through automatic alarm notifications °° ,• 3 —Signals less-critical fault conditions(e.g.,stuck float switch)through L IA automatic alert notifications and triggers the panel's troubleshooting 4�,. �--- logic and alternative operating mode s - —Sends updates through automatic update notifications,including Ai is 1 ; !II 1��i �r li alarm updates or all-clear notifications following alarms/alerts,as � ;i . well as normally scheduled monthly panel reports ,I , .•... u 0 —Allows manual,forced communication from panel to host for updat- L_ ��. ing point values and receipt of queued changes ::610 -1Y, • Real Time,Manual Direct Panel Connection - . -Allows a local operator real-time access to detailed logged data 1 - and the ability to change point values through direct connection via Typical VeriCome s Ro Control Panel RS-232 serial port from a laptop or Android®device with optional Standard Models:VCOM S1Ro, VCOM S2R0 BIUet00th®kit —Allows a local operator to initiate an auto-answer mode in real-time to access detailed logged data and the ability to change point val- Features ues via direct,forced communication at the site Three Operating Modes Open-architecture software with password security is used during • "Start Up Mode"collects trend data and establishes operating stan real-time,manual connections.Orenco offers BT-VCOM software as an dards during the first 30 days of operation option,but VeriComm panels require no proprietary software.VT100 • "Normal Mode"manages day-to-dayfunctions protocol allows access and control from a Mac or PC computer using a g simple communication program(e.g.,Windows®HyperTerminal),with • "Test Mode"suspends data collection and alarm reporting during multilevel password protection ensuring that only qualified personnel can installation and service access the panel's data. Data Collection and Utilization Status Light Indicators • Compiles data logs of system conditions and events such as pump —Flashing green LED for normal operation run times,pump cycles,and alarm conditions —Yellow LEDs for status of digital inputs Troubleshooting and Diagnostic Logic —Red LEDs for status of digital outputs and modem activity • Reports suspected component failures,which then trigger alarms UL-recognized and FCC-approved Advanced Control Logic • Activates system diagnostics in the event of a float failure or malfunc- tion and maintains normal system operation until servicing can occur Fat more information,try our online demo at www vericomnt net(no password required). Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD-CP-VCOM-4 Rev.1.0,0 06/18 Page 1 of 2 Orenco Technical Data Sheet SYSTEMS \ r.617y QI 1 I II\r0/ \O O a o DO g8Rajo_u let " . 0 +u -jtji} gfii Imo 0. o • O fd81 0 C • s �Ciier —I • 41)/ 0 I U1 Standard Components Feature Specifications 1.Motor-Start Contactor 120 V,16 FLA,1 hp(0.75 kW),60 hz;2,5 million cycles at FLA(5 million at 50%of FLA) 240 V,16 FLA,3 hp(2.24 kW),60 hz;2.5 million cycles at FLA(5 million at 50%of FLA) 2.VeriComm`s'Remote ATRTU-100:36/18 VAC(center tap transformer);8 digital inputs,4 analog inputs,4 digital outputs,0 analog outputs, Telemetry Unit' on-board modem(2400 baud);LED input and output indicators; 1-year battery backup of data and program settings 3.Toggle Switch Single-pole,single-throw,momentary manual switch;20 A,3/4 hp(0.75 kW) 4.Phone Line Surge Surge protection for phone line;DSL filter for lines that also carry DSL service;connection to panel via RJ11 jack Arrestor/DSL Filter or terminal block 5.Controls Circuit Breaker 10 A,OFF/ON switch;single-pole 120 V;DIN rail mounting with thermal magnetic tripping characteristics(240 V units are available for international markets) 6.Pump Circuit Breaker 20 A,OFF/ON switch;single-pole 120 V or double-pole 240 V;DIN rail mounting with thermal magnetic tripping characteristics 7.Fuse 250 VAC,1 A 8.Transformer 120 VAC primary,36 VCT @ 0.85 A secondary 9.Audible Alarm 95 dB at 24 in.(610 mm),warble-tone sound 10.Visual Alarm 7/8-in.(22-mm)diameter red lens;"Push-to-silence;"UL Type 4X rated,1 W LED light,120 V 11.Panel Enclosure Measures 13.51 in.high x 11.29 in.wide x 5.58 in.deep(343 mm x 287 mm x 142 mm);UL Type 4X rated;constructed of UV-resistant fiberglass;hinges and latch are stainless steel VCOM-S1 RO 120 VAC,1 hp,16 A,single-phase,60 Hz VCOM-S2 RO 120 VAC,1 hp,or 240 VAC,3 hp; 16 A,single-phase,60 Hz 'See VeriComm'Monitoring System(NTO-CP-VCOM-1)for details. Optional Components Feature Specification(s) Product Code Adder Pump Run Light 7/8-in.(22-mm)diameter green lens.UL Type 4X rated, 1 W LED light,120 V PRL Heater Anti-condensation heater;self-adjusting:radiates additional wattage as temperature drops HT Additional options available on a custom basis.Contact Orenco Controls for more information. NTD-CP-VCOM-4 Orenco Systems Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com Rev.1.0,0 06/18 Page 2 of 2 Sim/Tech Filter I Website: www.2a2-simtech.com 1455 , r Drive � J ' "I __j Email: sales@gag-simtech.com BoyneaCityCity,MI49712o Fax: 231-582-7324 Office: 231-582-1020 ELI Toll Free: 888-999-3290 Sim/Tech Filter's Last Line of Defense The 100 Series Pressure Filter For more info and to The Sim/Tech pressure filter, with its unique design see videos,visit and mounting location, allows the filtering screen to www.simtechfilter.com .. be scrubbed during pump operation, providing maximum maintenance intervals with unmatched _ performance capabilities. The filter screen is a type 316L stainless steel with .062" (1/16") diameter holes. Optional socks are available for finer filtration. The screen is 3 inches in diameter and 18 inches long, with 41% open area. This large open area (69.52 square inch- ., es) allows the filter to operate at up to 83.8 gallons per minute at 1 psi. With features like these even a 95% plugged screen will keep your pressurized sys- tem well protected and working properly. This performance product assures quality effluent with lower TSS levels, keeping your pressurized _ systems functioning at 100% efficiency. Engineers and designers can specify the Sim/Tech pressure filter to safeguard and assure systems will Vortex Action function as designed now and in the future. The Sim/Tech pressure filter is perfect for both residential and commercial applications. High flow-rate manifold. Multiple filters can be assembled into a manifold to accommodate high flow-rate or high strength effluent systems. it At the max flow-rate of 83.8 gpm,headloss for a clean filter • is .21 psi or 1/2 foot and head- loss for a 95% plugged filter is .85 psi or 2 feet. 1M14.ulliv heel 4ll rb•h.11 rkr...inrr.le f/XF fin- 'i.f to[ot-r,ruo .err nl.rr•r.•lw rwlru r llun. For the protect-horn a perfri rmance of wastewater syssteni t u rieja 9 RI Pll IIRFPl smyTe'_� - i t __air rJ .. — Toll Free: 888-999-3290 FI L STF-104TN 100 micron Installation Instructions Thermal Nylon Filter Sock Before Sock Installation: Wire Handle If you have a standard filter screen with a wire handle installed .. .,•.. in it, straighten out the 90 degree bend in the wire on one side 90 de ree bend and pull the wire out of the handle from the other side. Step 1 Insert sock into the filter screen so that equal lengths stick out of both ends. Tips: Fold the sock in half(the long way) before inserting into the screen. The end of the sock marked as "top" should be sticking out of the top of the filter screen (the end with the larger flange). Step 2 Wrap sock material around top of filter screen and secure with o-ring. Tips: The o-ring will secure the sock in place during use and will allow for the —o. sock to be pulled tight during installation. Step 3 Wrap sock material around bottom of filter screen and secure with o-ring. Tips:, The sock material should be pulled tight, although there will still be some - —_:___ _ wrinkling even when it is tight. Step 4 Look through end of filter screen and confirm that sock is not twisted. PI", . p IfTi socs:k is twisted, grab the sock over one of the flanges and twist until sock is straight. Step 5 Dispose of the old filter sock in accordance with state and local regulations. Important Notes: • Socks filter out much finer solids than the filter screen and will most likely require more frequent service depending upon the application. • If choosing to reuse the sock, make sure that there is no visible damage to the sock. Toll Free: 888-999-3290 • Fax: 231-582-7324 • E-mail: sales@gag-simtech.com • www.simtechfilter.com Toll Free 888-999-3290 Mailing Address Office 231-582-1020 1455 Lexamar Drive,Boyne City,MI 49712 Fax 231-582-7324 Email simtech@freeway.NET Web www.gag-simtech.com INSTALLATION & SERVICE INSTRUCTIONS INSTALLATION: When installing an STF-100, screw filter into discharge port of any pump that has a 2" National Pipe Thread. Pumps with a smaller discharge port may be adapted to fit. When installing an STF-100A2 a tailpiece and male adapter will need to be added to the inlet end of the filter to the desired height and a 2" union will need to be added to the outlet end of the filter. Always install the filters in a position where they can be easily serviced. **Always use caution when starting threads to avoid cross threading**. Plumb force main into the 2"sch 80 PVC union. **We recommend that the union remain together during gluing to insure that glue or cleaner does not ruin 0-ring or sealing surface**. SERVICE: Service of filter screen is dependent on usage as every system is unique. For most residential systems we recommend inspecting the filter within the first year to determine the necessary service intervals for the filter. In high volume systems we recommend inspection within the first 6 months to determine necessary service intervals for the filter. Once the service interval is determined it should be consistent unless something changes in the system. Always inspect the filter screen for any damage or corrosion and replace if necessary. If our STF-101 service alarm switch has been installed and adjusted properly it will alarm when the filter requires service. It should be serviced no less than when periodic pumping of the septic tank and pump chamber is performed. Servicing will be more frequent if using any one of our optional filter socks (600 micron, 150-190 micron, and 100 micron). Check your local health department for septic system servicing recommendations. If the screen becomes clogged before the periodic pumping requirements, a high level alarm or light will indicate the need for service, If system is equipped with a "pump on light"that stays on longer than normal, this also may indicate a need to service filter. To service filter screen, unscrew the 4" cap. Pull filter screen from canister and wash out thoroughly in appropriate location with proper protection. In some cases an additional filter screen allows quicker service allowing the dirty filter to be washed later at the shop. Note that in cold conditions the filter cap may be difficult to remove. Keep the filter in a warm area or pour warm water over the cap before removing. Once the filter is installed in the tank it maintains a stable temperature and removing the cap will not be a problem. If the system is equipped with our Service Alarm Switch, the filter screen does not need service until the Service Alarm Switch activates a light or audio alarm. We still recommend that the filter be inspected once a year for damage or corrosion. NOTE: The total dynamic head loss of the system must be increased by 0.5 feet of head to overcome friction loss through the filter. SERVICE ALARM SWITCH The alarm switch is available in three pressure ranges, low head, medium head, and high head. Installation is simple, on SIM/TECH FILTER systems, remove '/4" plug from base of filter chamber and connect tube fitting. Next, run the tube up into the tank riser and connect to service alarm switch. The alarm switch is fastened to the side of the riser via the nylon strap provided. Run alarm wire to alarm box. The service alarm switch can be wired with its own alarm or with the high water alarm. Pressure adjustment is made by removing the end plug, and inserting the 7/32 alien. Clockwise increases pressure. One turn equals approximately 3 PSI. The low head alarm switch comes factory preset at 8 PSI and is completely field adjustable within it's range (3 to 24 PSI). We recommend the use of a ball valve when using an alarm switch. Once you have installed the filter and alarm switch, the ball valve can be closed off to simulate a plugged filter so that you can make sure the alarm switch is working correctly. ****TRY OUR LID/SCREEN REMOVAL WRENCH. Our wrench holds filter lid firmly and hooks screen for easy removal and installation. Made of PVC plastic. Installation Service Instructions.doc Design, Installation and Maintenance of the T & J Panel Wastewater Treatment System /4,046‘44., anej A Better Quality Effluent Environmental Health Specialists Engineers Septic Tank Installers Updated 2023 TABLE OF CONTENTS Introduction pg• 2 System Design pg. 3 — pg. 8 Preparing for Installation pg. 9 — pg. 11 Installation Process pg. 12 — pg. 14 Pressure Dosed and Low-Pressure Panels (Design & Install) pg. 15 — pg. 16 Deep Installation of Panels pg. 17- pg. 18 Final Inspection pg. 19 Design Resources & Illustrations pg. 20- pg. 23 Frequently Asked Questions pg. 24 Introduction Although this manual is sectioned for specific user groups, we at T&J Panel suggest you familiarize yourself with the complete manual. Please visit our website at www.TJPanel.com for more resources regarding design, installation and maintenance of T&J Panel Systems. All of the resources provided in this manual are available online to print. The most current and up-to-date version of this manual is posted on our website at www.TJPanel.com and supersedes all printed editions. For further discussion of this manual, questions about design, or other inquiries about our product, please reach out to our office at 704-924-8600. Company Information Office: 269 Marble Rd. Statesville NC, 28625 Office Phone: 704-924-8600 ` Office Fax: 704-924-8681 Website: www.TJPanel.com Email: Info@tjpanel.com Brad Johnson: 704-880-7697 Brad@tjpanel.com Installer Training While T&J Panels does not require a product specific installer certification, it is our goal to train installers to correctly install a panel block system. If it is your first time installing, inspecting, or designing a system,please do not hesitate to reach out to us,or to ask us to include the installer training for your job. Installation training will send a company representative to your jobsite to discuss the panel block system and how to properly install them. T&J Panels recommends an installation training for each orientation of the panel block system (both horizontal and vertical). Contact our offices to schedule your install training at 704-924-8600. - 2 - SYSTEM DESIGN The primary reason for permitting the panel block system is because of insufficient space for a conventional system. The panel block system should be considered when: a quality effluent may be needed, space is limited,usable soil is limited, or there are indications that at some future time space may be needed for other development. When there is a trend for added development such as additions to homes,pools or other special landscaping development, a T&J Panel System may prevent insufficient space later. As the Environmental Health Specialist who is designing a system, know that the panel block system may be an option the property owner would like to utilize if they desire continued future development of their lot. As noted in the regulations, a T&J Panel (Prefabricated, Permeable, Block Panel System) is permitted where soils are suitable, provisionally suitable, or reclassified provisionally suitable, however only one half of the nitrification area required by a conventional system is needed. This is one reason the panel block system can help to utilize the best soils available on the lot. The minimum soil depth required for vertically installed Panel Systems is 34-inches (minimum depths require 6" of suitable soil cover), whereas the minimum soil depth required for horizontally installed Panel Systems is 26-inches in a traditional trench or 18-inches if utilizing fill. Most of the concepts for laying out a panel block system are the same as for a conventional system; the biggest difference being the nitrification area needed and the quality of effluent being introduced into the ground. T&J panels can utilize either parallel or serial distribution. Panels can be gravity fed,pumped to a pressure manifold or distribution box and then gravity fed into the lines, or pumped to low-pressure panel lines. When designing a pressure system, the principles of low-pressure distribution are as described in the LPP manual. There is further discussion on pressure systems on page 15 of this manual. T&J Panel Manufacturer's Specifications for Trench Width and Spacing T&J Panels recommends horizontal panels be installed in 3-foot wide trenches located 9 foot on- center when suitable area exists. When available space does not allow for 9 foot on-center spacing, 3-foot wide trenches located 8 foot on-center can be used to install horizontal panels. Horizontal panels can only be installed in 2-foot wide trenches placed 6 foot on-center when best professional judgement is being used and suitable area does not allow for 3-foot wide trenches placed 8-foot on center. Dual Alternating fields should also be considered before using Horizontal panels in 2-foot wide trenches. T&J Panels recommends that horizontal panels be used in fill systems unless available space requires the use of vertical panels to resize the fill pad. T&J Panels recommends vertical panels be installed in 2-foot wide trenches located 8 foot on-center when suitable area exists. Designing a PPBPS system utilizing 2-foot wide trenches located 6 foot on center is applicable only when using panels as the initial system and the repair system, or when repairing a failing lot with limited area. This falls in line with our best engineering practice of using 8 foot on center spacing when possible when installing in 2 foot wide trenches. This rules out a larger system being put in place and requiring the repair field to utilize panel blocks with 6 foot on center spacing unnecessarily. Please contact T&J Panels with any questions regarding manufacturer's specifications. - 3 - T&J Panel Sizing in Trench Formation T&J Panel sizing can be calculated by multiplying the nitrification area or linear footage required for a standard conventional system by 0.5. For example: A three-bedroom house with a 0.4 gpd application rate. (The first three steps are the same as for the conventional system.) 1) 120 gallons per bedroom X 3 bedrooms =360 gallons per day design flow rate. 2) 360 gallons' flow rate/ 0.4 application rate = 900 sq. ft. of conventional trench bottom. 3) 900 sq. ft. / 3 ft. wide trench=300 linear feet of conventional system. This conventional layout requires 2400 sq, ft. of area on the lot with another equal area of repair space for a total of 4800 sq. ft. of suitable usable area. To calculate the size of the T&J Panel system, the above calculations must be made with an additional fourth step. 4) 300 linear feet of conventional system X 0.5 for a horizontally or vertically installed 16inch panel block system= 150 linear feet of T&J Panel System. A panel block system requires only a 975 sq. ft. area on the lot for the system with an equal area for repair, a total of 1,950 sq. ft. With the panel block system, the installation and repair can go into the same area as the initial area required for a conventional gravel trench system. T&J Panel Bed System Sizing A three-bedroom house with a 0.4 gpd application rate. (The first three steps are the same as for the conventional system.) 1) 120 gallons per bedroom X 3 bedrooms = 360 gallons per day design flow rate. 2) 360 gallons' flow rate/ 0.4 application rate= 900 sq. ft. of conventional trench bottom. 3) 900 sq. ft. x 1.5 = 1,350 sq. ft of conventional bed area needed 4) 1,350 sq. ft x 0.5 = 675 sq. ft of T&J Panel bed area needed T&J Panel beds are excavated in 3-foot increments up to a maximum bed width of 24 feet. Nitrification lines are placed 3 foot on center and 1.5 feet from the bed sidewalls. Bed systems will require a greater number of panels than a typical trench layout. This ensures proper distribution along with added storage and treatment capabilities. Bed systems can be considered when dealing with lots that are limited by space, topography, or other site-planning considerations. For a complete guide to the design, installation, and inspection process for a T&J Panel Bed System, please refer to our T&J Panel Bed Design & Installation Manual found on our website at tjpanel.com. -4 - Window Effect To prevent hydraulic overload in the soil, aerial space should always be a consideration for any system. This condition is especially notable with panel block systems, as with any system that reduces the size of the aerial area drain field. The following is a simplistic example of this concept: Y MOST DESIRABLE LESS DESIRABLE While both systems have the same linear footage of trench, the second diagram is a less desirable design. The effluent must pass through the area A-A' which can cause a strain on that area and even a failure because of hydraulic overloading. - 5 - Distribution When aiming to design the most optimal system for a given site, many variables must be taken into consideration. Distribution methods can vary depending on site limitations. The following sections provide various ways to distribute effluent when presented with differing site conditions. I. Gravity Flow A. Parallel Distribution If adequate fall to the proposed drainfield location is present and line lengths are equal or have a variance less than 10 percent, parallel distribution utilizing a distribution box may be desirable. Parallel distribution might also be an option when long lines can be multi- fed to produce smaller lines that achieve less than a 10 percent variance with respect to other lines. If shorter lines can be serial linked together (connected end to end) to form a longer line that achieves a similar low variance, parallel distribution might still be an applicable design. B. Serial Distribution When variance in line lengths exceeds 10 percent and adequate fall to the drainfield exists, gravity-fed serial distribution can be utilized, especially if pump tanks are not desired for cost efficiency or lack of available space. On sites where installing seperate supply lines to each nitrification line would prove problematic, serial distribution might also be a better option. Serial distribution may be designed in two different ways. 1. Drop Boxes—Placing drop boxes at each line (except the last line) is one form of serial distribution. Drop boxes are helpful when obstacles between lines exist that prevent connecting them end to end. They are also beneficial when connecting ends of lines are far apart and would require lengthy supply lines. Drop boxes are also useful on steep slopes in order to combat the effects of gravity on effluent. 2. True Serial (End to End)—Connecting lines end to end in a snake-like fashion is another form of serial distribution. When connecting lines together, no turnup or dam should be used. The pipe exiting the last panel in the upslope line should be level and then turned using a proper fitting towards the next nitrification line. After making the necessary turn, the supply line should have adequate fall to the next nitrification line. True serial distribution can be a beneficial system design in that effluent will move downline before panels are completely filled with effluent, allowing freeboard in the top portion of the panels for oxygen content. II. Pressure Dosing Pressure dosing (i.e., utilizing a pump tank) can be incorporated into designs when any of the following criteria exist on a given site: • Adequate fall cannot be achieved from the septic tank to the drainfield - 6- • Variance in line lengths exceeds 10 percent and serial distribution is not desired • Line lengths in parallel distribution exceed 67 feet from the point of introduction and are unable to be center-fed or multi-fed Pressure dosing can involve several different distribution devices and methods such as pumping to a pressure manifold,pumping to a distribution box, or using low pressure pipe distribution. A. Pressure Manifold Pumping to a pressure manifold is a common method of distribution when pump tanks are needed. Pressure manifolds allow for more control when trying to achieve a desired flow to individual nitrification lines. Using different tap sizes for varying line lengths can help to minimize flow variance and may help to avoid the use of low-pressure distribution. As with gravity flow, lines can be linked together via serial feed to essentially form longer lines. In some instances, this can provide more desirable line lengths and help limit flow variance. Using multiple taps to feed a long single line can also be advantageous in creating a more efficient overall design. B. Distribution Box When nearly equal line lengths can be designed, pumping to a distribution box may be a useful option. T&J Panels recommends that a second distribution box be placed in series with the first distribution box. The first distribution box would act as a splash box, helping to deplete some of the energy of the pumped effluent. This allows the effluent to then be more equally fed to the nitrification lines from the second distribution box. Effluent can then be fed via parallel distribution (when variance in line lengths is low) or serial fed. C. Low-Pressure Distribution Low-pressure distribution may be desirable when long line lengths (over 85 feet) can only be fed from one end due to limiting site conditions or a multitude of differing line lengths exist that are difficult to overcome using varying size taps. Any questions regarding the optimal distribution method for your system design, please contact our office. - 7 - Calculating Panels per Trench To calculate the number of panels needed for a given nitrification line length, the formula is Number of Panels =LF(linear feet) x 12/52. If the result is a decimal of.4 or lower, round down to the nearest panel (panel spacing may be slightly closer than 6 inches to fit the line length). If the result is a decimal of.5 or higher, round up (panel spacing may be slightly further than 6 inches to fit the line length). To calculate the number of panels needed for a 50-foot line, multiply 50' X 12"= 600",then divide by 52"which is 46 inches for the panel and 6 inches for the space between the panels in the trench. 600"/ 52"= 11.5 panels; therefore, the 50-foot line would call for 12 panels. Ideally, the sizing of the lines should be as equal as possible with as close to the same number of panels in each trench as is practical. Backfill Backfill sand shall be a clean, screened, medium-grade sand that is naturally-occurring. Acceptable sands are sands that are suitable for the production of ready-mix concrete and clean of organic debris and stone. In true Group I soils, panels can be installed directly on the trench bottom (when soil depth is limited). Additional backfill sand used during installation should meet grade and specs listed below. Sands dredged from rivers and creeks can be used, if gradation is sufficient to be blended into ready-mix concrete production. Product description includes,but is not limited to: Concrete Sand,NC-2S Sand, ASTM C-33 Sand, FA-10 Sand and Grade "A" Sand. Product suitability is important and T&J Panel, Inc. will help answer any questions. S.A.P. Sand Alternative Product: is the geotextile fabric inside each panel for quality control and downline and horizontal distribution. (this takes the place of medium blasting sand) Foam Sealant I Tar Seals The drawings below illustrate the outer and inner seal. Note that while the outer seal is a complete seal, the inner seal is only up to the top of the connecting pipe. This is to allow for over flow of the effluent into the sand at peak use. These seals can be inspected by lifting the caps at the ends of the panels while inspecting the system installation. T&J approved foam sealer or tar seal rope must be used to construct these seals. Care should be used not to glue the caps down with the use of foam sealer. When using foam sealer, special care should be used on the inner seals of the panel not to over fill or under fill this seal. The inner seal, if sealed off completely, will restrict the overflow reservoir. Vertical Installation Inner Seal i i Inner Seal 1 'La•iiicol.,44.00030— ' Horizontal Installation __ 1111 Outer Seal ., "~ w ,�I. : , 4. .,,,,,_ . , " -Jk �,, Inner Seals Outer Seal Outer Seals Ci Preparation for Installation The Panel Block System Generally, on level open land, a panel block system can be installed in about the same amount of time as a conventional system; however, traditionally, panel block systems have been installed where space and topography have restricted the use of a conventional system. For this reason, panel block system installations typically require more time. Many installers enjoy the change of working with panels, not handling gravel, and the satisfaction of knowing a better quality, long- lasting system has been installed. Ordering Materials T&J Panel partners with suppliers to ensure panel block systems are available statewide. Please be sure to let your supplier know what installation method you are utilizing, as this will affect the amount of materials needed for the system. For information on the distributor located closest to you, call 704-924-8600 or email info@tjpanel.com. Installation Tips Installation for multiple line systems should begin in the most confining area and be worked to the more open areas. 5 4 3 2 1 Tank =L/ — — I Lake Above is an example of a multiple line installation. As you can see, the installation should begin with the line marked 1 and proceed to 2, 3 then 4. This procedure will greatly ease material handling and backfilling. (Note, sections of the drain lines should be left uncovered to allow for inspection of lines when area is confined and return access to lines is limited.) Most Panel Systems are currently used due to space considerations and caution should be taken to preserve suitable soil structure and site conditions. - 9 - Below are two examples of drain lines on sloping lots. The second drawing shows the drain line going through a slope making the center of the line deeper in the ground, resulting in an undesirable situation. The first drawing shows the drain line going around the slope (on contour) keeping the trench depth and cover uniform for the entire length of the line. On slopes, care should be given to avoid cutting away valuable topsoil in an effort to make straight lines. The panel line should be installed on grade with the contour of the natural slope. Panel lines can be curved to almost any degree. immummiiiiF44k /!1t4L= 1�u L„ ,� V Luuu u uu 1--I CORRECT INCORRECT Trench Preparation Trench grade should be established so that backfill cover will be four to six inches over the tops of the panels. (Note, on severe slopes, system depth should be adjusted to protect against breakout of effluent.) In shallow soil conditions, panel blocks may be installed at grade and require 6 inches of topsoil suited for vegetative growth be brought in. In soils containing clay as the key mineralogy, the trench side walls should be raked to bring slicked over areas back as near to original structure as possible. A light dusting of lime on the sidewalls will help restore the soils back to their original structure. *** Please Let Your Distributor Know If You Need Vertical or Horizontal Panels*** (This will change the amount of materials needed to complete your job) Materials Needed for Vertical Installation • One can of Foam Sealer per five panels or 3ft of half inch tar seal rope per panel • Two feet of 2-inch SCH 40 pipe per panel(unless low pressure distribution is used). For low pressure systems, use the same linear feet as line layout of 1 1/4 or 1 %2 inch pipe. Additional pipe is needed for all supply lines. • Same linear feet of 1x4 or lx6 boards as total line length of system to be installed • Bag of powder lime when in clay soil Materials Needed for Horizontal Installation • Three cans of Foam Sealer per ten panels or five feet of half inch tar seal rope per panel • Two pieces of two foot long 1 %2 inch SCH 40 pipe per panel (unless low pressure distribution is used). For low pressure systems, use the same linear feet as line layout of 1 1/4 or 1 '/2 inch pipe. Additional pipe is needed for all supply lines. • Same linear feet of 1 x6 boards as total line length of system to be installed • Bag of powder lime when in clay soil - 10 - T&J Panels Jobsite Worksheet Homeowner/Job Name: County: Address: System Description (Distribution type, total lines, line lengths, etc.): MATERIALS CHECKLIST: Vertical T&J Panels (Caps included) Horizontal T&J Panels(Caps included) AVAILABLE FOR Foam Sealer(amount varies based on installation method) PURCHASE FROM T&J Powdered Lime PANEL. Entry T (per line, Horizontal Installation ONLY) 2" Pipe 1 ''Y2" Pipe 1 '/" Pipe Fittings for Pipe Backfill Sand(Clean, Screened, Naturally-Occurring, Concrete Sand, or ASTM-C33,NC-2S, FA-10 and Grade"A" Sands) LBe sure to use the correct backfill sand material. Contact our offices for backfill sand sources or with any questions regarding backfill sand material. Ix4 or lx6 Board (Does not need to be treated) ADDITIONAL PRODUCTS THAT MAY BE NEEDED FOR COMPLETITION: Septic Tank Gallon Pump Tank Gallon 4" Pipe Distribution Box Manifold Taps Size Install Training Tar Seal Rope(5ft. per panel) - 11 - Installation Process Vertical Trench Installation 1. Start by shooting grade and marking contour of the lot 2. Using the lowest or shallowest grade on contour, add the specified trench depth 3. Dig the trench at the elevation derived, checking grade frequently. 4. Trenches should be two feet wide and typically 8 foot on-center. (See Page 3 concerning 6 foot on-center spacing) 5. If smearing of the side walls is present(as is the case in most clay dominant mineralogy), the side walls affected should be raked to bring them back to original structure. 6. Place a 6-inch layer of appropriate backfill sand (natural, clean, screened) in the trench and level to grade. 7. Place 1 x4 or 1 x6 inch boards flat down the middle of the trench. 8. Check the grade of the boards by shooting the grade off the top of the boards. 9. Once grade boards have been set, panels may be set into the trench on top of the boards using equipment and a lift chain, or if need be by hand. 10. Panels can be placed about 6 inches apart. This spacing can be adjusted to ensure the correct number of panels can be placed into each nitrification line. 11. Foam Sealer or tar seal rope should be placed in the bottom of the U outs to form seals around the pipe as shown in earlier drawings. 12. Once the Foam Sealer or tar seal rope is in place, a 24-inch section of 2 inch PVC pipe (for gravity distribution, see page 13 for pressure distribution instructions) is cut to span from the middle top chamber of the first panel to the middle top chamber of the next panel. 13. Using foam sealer or tar seal rope, form a complete seal on all outer cutouts. Ensure that inner seals are partial seals that do not extend over top of the PVC pipe. 14. After completing the inner and outer seals, place a cap block on each end of the panel to cover all openings. 15. The cap block may serve as an inspection port at some later date. 16. Use the appropriate backfill sand to backfill up to the top of the panel block. 17. The system is now ready for fmal inspection. 18. After final inspection, a minimum of 4-6 inches soil cover is to be added over top of the panel block system. - 12 - Horizontal Trench Installation 1. Start by shooting grade and marking contour of the lot 2. Using the lowest or shallowest grade on contour, add the specified trench depth 3. Dig the trench at the elevation derived, checking grade frequently. The recommended trench width for horizontal panels is three feet wide and spaced at 9 foot on center unless 8 foot on-center is required to meet setbacks. (See Page 3 concerning alternative trench width and on-center spacing) 4. If smearing of the side walls is present(as is the case in most clay dominant mineralogy), side walls effected should be raked to bring them back to original structure. 5. Place a 6-inch layer of appropriate backfill sand (natural, clean, screened) in the trench and level to grade. If installing in Group I soil, this 6-inch layer of sand beneath the panel is optional. 6. Place 1 x6 inch boards flat down the middle of the trench. 7. Check the grade of the boards by shooting the grade off the top of the boards. 8. One grade boards have been set, panels may be set into the trench on top of the boards using equipment and a lift chain, or if need be by hand. 9. Panels can be placed about 6 inches apart. This spacing can be adjusted to ensure the correct number of panels can be placed into each nitrification line. 10. At the beginning of each line, install an Entry T (for gravity distribution) to divide the gravity flow, as close to the beginning of the first panel as possible. 11. Foam Sealer or tar seal rope should be placed in the bottom of the U outs to form seals around the pipe as shown in earlier drawings. 12. Once the Foam Sealer or tar seal rope is in place, a 24-inch section of 1 %2 inch PVC pipe (for gravity distribution, see page 13 for pressure distribution instructions) is cut to span from the middle top chamber of the first panel to the middle top chamber of the next panel. Two pieces of pipe will be needed between each panel. 13. Using foam sealer or tar seal rope, form a complete seal on all outer cutouts. Ensure that inner seals are partial seals that do not extend over top of the PVC pipe. 14. After completing the inner and outer seals, place a cap block on each end of the panel to cover all openings. 15. The cap block may serve as an inspection port at some later date. 16. Use the same backfill sand as used in the trench bottom to backfill up to to the top of the panel block. 17. The system is now ready for final inspection. 18. After final inspection, soil cover is to be added over top of the panel block system. The following page provides illustrations of proper installation of vertical and horizontal panels along with all necessary components. - 13 - Isometric Drawing of a Segment of T&J Panel Horizontal Installation NFUENr FROM SEPTIC TA GAP BLOCK TAM.OR ADJACENT PANEL 4'To 4'OF FILL MATERIAL 15"PVC PIPE SAP. 4t$1i CAP BLOCK / Or7.:' /� SIPEWALLS RAKF_O AND J j i'� ��r LAMED(GLAT SOILS) r 4 1I0P APPROxMATE LOCATION THE SEPTC TANK EFFLUENT oars / THE PANEL TO ENTER THE SQL dP- l-,? OUTER SEAL ARal�O ENTIRE 14'TREP4OI DEPTH � uRCUMFERENCE of RPE AT GRADE WITH 6" SOIL CAP REQUIRED 6"ASTM CTl oR?S SAND (20"Trench Depth BENEATH PANELS NNER HALF SEAL DAM TO ALLOW with no area fill) OVERFLOW To FALL TO LOWER a.'OF SUTABLE Sd.. CHAMBER SEE NOTE'A'(LI V TEBED) h f x 4'BOARD TO FACLJTATE LEVELPIG OF PANEL OF USABLE SQL CUTAWAY OF GRAVITY FLOW PANEL PVC PIPE Isometric Drawing of a Segment of T&J Panel Vertical Installation GAP BLOCK NFUENT FROM SEPTIC TANK 4'TO 4'OF FILL MATERIAL OR ADJACENT PANEL 1'PVC PPE 0'OF ASTM NATURAL SAND ON BOTH SCES OF PANEL SAP. L� TTSR RAKED AND �� ��! �►� _" `I� ,d//® APPRoxI MATE LOCATION THE c''- SEPTIC TMK EFFLIkNT ERIE RS J� I , THE PANEL TO ENTER T SQL Y 4t•S.� OUTER SEAL AROUNDENTIRE C.ECCUMFERENCE OF PIPE 22'TRENCH DEPTH Ca.n 4'of SAND AT GRADE WITH BENEATH PANELS 6"SOIL CAP INNER HALF SEAL DAM TO ALLOW REQUIRED(28" OVERFLOW To FALL TO LOWER 12-•OF SUITABLE Sot_ Trench Depth with SEE MOTE 41VIsTtRBED) CHAMBER no area full x 4'BOARD TO FACILITATE LEVELING OF PANEL CUTAWAY OF GRAVITY FLOW PANEL $'OF USABLE SOIL - 14 - Pump to Pressure Manifold Gravity Feed When pumping to gravity feed, the vertical panel should be dosed at 3.6 gal per panel and the horizontal panel should be dosed between 3.6 gal to 7.2 gal per panel. The outer and inner seal on the first panel in each line should be a full seal. The maximum flow per tap on a vertical panel should be 12.5 gpm and 17.7 gpm on horizontal panels. Low-Pressure Distribution The LP Panel uses technology similar to that of Low Pressure Pipe (LPP) Systems, with the orifices discharging into the panels. The tables and distribution design described in the LPP manual, in most regards, is applicable to the pressure Panel System. The system should be used with two to four feet of head. In both horizontally and vertically installed pressure dosed panel systems,valves should be banked in a valve box and turn-ups should be neatly capped, covered and labeled for future service. Foam sealer is only needed in the outer cutout. Pump tanks should be constructed as shown in the drawing on page 21 to allow for service and repairs. Vertical Panels with Pressure Distribution When using low pressure distribution, our recommended dosing is 3.6 gallons per panel. By dosing each panel at 3.6 gallons, the top chamber will have the optimal ratio of both effluent and freeboard, allowing for storage capacity and high oxygen content. By drilling one hole per panel in the distribution line, the total dose volume can easily be calculated by multiplying the number of panels by 3.6. As an example, for a system with 34 panels and identical orifice sizes, the total dose volume would be 122 gallons (34 X 3.6 = 122). Special care should be taken to ensure that only one hole is drilled per panel. The first and last hole of each line should be drilled at 6 o'clock (facing trench bottom)to act as weep holes, helping any residual effluent to escape the line. All holes in between should be drilled alternating from the 10 o'clock and the 2 o'clock positions on the distribution pipe, with only one hole per panel. If the hole sizing changes in the system, the pump cycle is set by the hole that is discharging the fastest. Horizontal Panels with Pressure Distribution When dosing a horizontal panel with low pressure distribution, the same ideas apply. Panels will have one orifice each. For cost effectiveness, it is allowable to run a single distribution pipe per line rather than having to install two for each line (one in each chamber). We recommend the distribution line be installed in the chamber that is most uphill. The chamber without the distribution still serves its purpose of storage capacity as the panel block matrix allows for effluent permeability. The chambers without a distribution line must have a full seal of foam sealer on the outer cutout. Additional materials may be used to give structure to the foam sealer to prevent unstable seals during the curing process. As with vertical panels, calculating total dose volume for a low-pressure horizontal panel system can be achieved by multiplying total number of panels by 3.6 gallons. if a system has 34 panels and all holes are the same size, you would multiply 34 X 3.6 to get 122 gallons per dose cycle. that the effluent is pumped into the inner chambers of the panel. If the hole sizing changes in the system, the pump cycle is set by the hole that is discharging the fastest. The first and last hole of each line should be drilled at 6 o'clock(facing trench bottom) to act as weep holes, helping any residual effluent to escape the line. All holes in between should be drilled alternating from the 10 o'clock and the 2 o'clock - 15 - positions on the distribution pipe, with only one hole per panel. If the hole sizing changes in the system, the pump cycle is set by the hole that is discharging the fastest. Proper Hole Placement in a Low-Pressure Panel Block System The following diagram shows how to easily drill orifices in the distribution line for a T&J Panel system utilizing low-pressure distribution. s '11 1 !' In the picture above, we see that the distribution line has been run through the full number of panel blocks for a given trench length. The goal is to drill the orifices close to the middle of the panel (23 inches from the end of the panel). The red circles indicate the ideal location for the distribution orifices. By marking a cross where the distribution line enters the first panel in the line, it is easy to keep track of orientation for drilling holes at the appropriate angles. This mark will also help give a reference point as to where the distribution pipe should be reset to after all holes are drilled. Once the orientation mark has been made, the distribution pipe can be pulled outward just over 23 inches. This allows for each orifice to be drilled just in front of the corresponding panel. After drilling all holes at the proper angles as mentioned in the previous section, the distribution pipe can be returned to its proper location by aligning the blue cross with the front side of the first panel block. The same process applies for a horizontal installation, with only one side of panel receiving the distribution line as shown below. r. U . 11 n• .. iLiu. - 16 - Deep Installation of Panel. Block Systems Utilize these specifications for ventilation when Trench Bottom exceeds 46-inches. In certain situations, there are more desirable soil conditions deeper in the soil profile. On these sites, Panel Systems can still be utilized with proper ventilation to the system. Air vents are used with Panel Systems to allow the chambers within the Panel to receive the air needed for treatment. Air vents should be installed as designed. When venting Panel Systems, vents should be placed at the beginning and end of each line. 2•inch 90 Degree SCH 40 PVC Tee flood*, Trench Bottom J ' Exceedsd6lrtches o�440" y''..�,J _/ /�11110 Air Vents at Beginning 4000 0•„'ipp & End of Each Line CVT III,'''// '� -NAZ�� ' ,, Panel Block Systems are not recommended at installations greater than 60 inches without additional engineering or design modifications Gravity Flow Installation: Air vents should be placed at the beginning and end of each line to provide adequate oxygen content. For vertical panels, cut the 24-inch long, 2-inch PVC pipe in half, then reconnect with a 2-inch 90-Degree SCH 40 Tee. Extend the 2-inch Tee up to ground surface to allow ventilation. For horizontal panels, follow the same procedure on one side of the panel block and utilize 1 t/2-inch PVC. Air vents should come to or just below finish grade and housed neatly in something such as an irrigation box/cover for protection. Vertical Panel Deep LP Installation (Low Pressure Pipe): Insert your 11/4-inch or 1 '/2-inch into a 2-inch PVC "sleeve"that spans from one inner chamber of a panel to the next for each panel. At the beginning and end of each line, connect a 2-inch 90 Degree SCH 40 Tee to the "sleeve"halfway between one panel and the next. Extend the 2-inch Tee up to ground surface to allow ventilation. Air vents should come to or just below finish grade and be housed neatly in something such as an irrigation box/cover for protection. 2-Inch Vent 2-Inch PVC 11/4-Inch or 11/2-Inch PVC �```w Horizontal Panel Deep LP Installation - 17 - For deep horizontal installations, venting can be supplied to the side of the panels not being utilized by the distribution line. 2-foot sections of 1 '/2-inch SCH 40 PVC can be used to connect the panels from inner chamber to inner chamber. At the beginning and end of each line of panels, connect a 1 'A-inch SCH 40 ninety and extend the vent lines to ground surface to allow for ventilation. Air vents should come to or just below finish grade and housed neatly in something such as an irrigation box/cover for protection. The diagram below illustrates this configuration. 11 1� - Final Inspection The following list are key points that an inspector should look for when issuing a completion permit: 1) Were panels installed horizontally or vertically, according to the permit? 2) Are the proper number of panels for each line installed? 3) Is the depth of the panels within guidelines? 4) Are drain lines level or less than 1/4 inch fall in ten feet? 5) Have seals been properly constructed? 6) Was the proper foam sealer(GE) or tar seal rope used to construct the seals? 7) Was the proper sand used in the trench backfill? Is the sand clean? (i.e. free of debris, large organics, leaves, etc.) Has the sand been screened? (to a medium-grade, not too fine, free of large rocks) Is the sand naturally-occurring? (i.e. from a river, creek, sand pit, etc., not manufactured) 8) If in soils where clay is present, were the sidewalls raked and limed? For Pumped Systems 9) Have pump size, head pressure and dose cycle been properly sized and set? Set dose cycle for 3.6 gallons per panel with pressure distribution Set dose cycle at 3.6 gallons per vertical panel and 3.6 to 7.2 gallons per horizontal panel when pumping to pressure manifold and gravity feeding. 10)Record field data on operations permit. - 19 - Design Resources Please feel free to contact a member of T&J Panel with any design, installation or maintenance questions related to an LP Panel or Pressure Manifold system Here you will find a pressure head table to help in flow design of your LP Panel system. These numbers are a guide to help you in selecting the right flow for your system. We have found that in most systems the 5/32" and 3/16" hole at 2 to 4 feet of head pressure works the best in giving a pump cycle of more than 5 minutes and keeps the same maximum top chamber flow load as sited on the previous page. Flow Chart of Various Orifices and Pressure Heads FLOW CHART OF VARIOUS ORIFICES AND HEAD PRESSURES Head Orifice Size Pressure 3/32" 1/8" 5/32" 3/16" 7/32" 1/4" 9/32" 5/16" 11/32" 3/8" Ft. .094" .125" .156" .188" .219" .250" .281" .313" .344" .375" 2.0 .15 .26 .41 .59 .80 1.04 1.32 1.63 1.97 2.34 2.1 .15 .27 .42 .60 .82 1.07__ 1,.35 _, _1.67 2.02 2,40 2.2 .15 .27 .43 .61 .84 1.09 1.38 1.71 2.07 2.46 2.3 .16 .28 .44 .63 .86 1.12 1.41 1175 2.11 2.51 2.4 .16 .29 .46 .64 .87 1.14 1.44 1.78 2.16 2.57 2.5 .16 .29 .46 .66 1.17 1.47 1.82 2.20 2.62 2.6 .17 .30 .46 .67 .91 1.19 1.5 1.86 2.25 2.67 2.7 .17 .30 .47 .68 .93 1.21 1.53 1.89 2.29 2.72 2.8 .17 .31 .48 .69 .94 1.23 1.56 1.93 2.33 2.77 2.9 .18 .31 .49 .71 .96 1.25 1.59 1.96 2.37 2.82 3.0 .18 .32 .50 .72 .98 1.28 1.62 1.99 2.41 2.87 3.1 .18 .32 .51 .73 ,..3,� 1.64 1,0, 2.45 2.92 3.2 .19 .33 .51 .74 1.01 1.32 1.67 2.06 2.49 2.97 3.3 .19 .33 .52 .75 1.02 1.34 1.69 2.09 2.53 3.01 3.4 .19 .34 .53 .76 1.04 1.36 1.72 2.12 2.57 3.06 3.5 .19 .34 .54 .78 1.06 1.38 1.74 2.15 2.61 3.10 3.6 .20 .35 .55 .79 _ 1.07 1.40 1.77 2.18 2.64 3.15 3.7 .20 .35 ,55 80 1.09-__-1.42 1.79 2.21 2.68 8.197 3.8 .20 .36 .56 .81 1.10 1.44 1.82 2.24 2.72 3.23 3.9 .20 .36 .57 .82 1.1rIn.46 1.84 2.27 2.75 3.27 4.0 .21 .37 .58 .83 1.13 1.47 1.87 2.30 2.79 3.32 GPM - 20 - This chart will assist you in determining the proper tap sizes when you have to pump to a pressure manifold in a gravity system. PRESSURE MANIFOLD TAP FLOW Head SCH 40 Tap Diameter SCH 80 Pressure 1/2" 3/4" 1/2" 3/4" ft. 0.622 0.824 0.546 0.742 2.0 7.11 12.50 5.48 10.10 2.1 7.29 12.80 "`,i r7a + _, ° 5.62 9fJ� E:,,.. ,10.40 2.2 7.46 13.10 5.75 10.60 2.3 7.63 13.40 5.88 Intat,10.90 2.4 7.79 13.70 6.00 11.10 2.5 7.95 14.00 6.13 ^AMMO 1.30 2.6 8.11 14.20 6.25 11.50 2.7 8.26 14.50 6.37 r rl1141'-11.80 2.8 8.62 14.80 Gallons 6.48 12.00 2,9 8.36 15.00 per minute 6.60 12.20 3.0 8.71 15.30 6.71 12.40 3.1 8.86 15.50 6.82 12.60 32 9.00 15.80 6.93 12.80 3.3 9.14 16.00 7.04 13.00 3.4 9.27 16.30 7.15 13.20 3.5 9.41 16.50 7.25 13.40 3.6 9.54 16.70 7.35 13.60 3.7 9.67 17.00 7.45 13.80 3.8 9.80 17.20 7.55 14.00 3.9 9.93 17.40 7.65 14.10 4.0 10.10 17.70 7.75 14,30 - 21 - Below is a chart to aid in head selection due to friction loss in PVC pipe. In calculating friction, be sure to add 20% for loss in fittings. In the chart below, friction loss is per 100 feet of pipe. The head created by friction loss is added to the elevation head of lift from the bottom of the pump tank to the top of the highest turn-up. Pipe Diameter Flow 1" 1 1/4" 1 1/2" 2" 3" 4" GPM Friction Loss(100ft) 1 .07 2 .28 .07 3 .60 .16 .07 4 1.01 .25 .12 5 1.52 .39 .18 6 2.14 .55 .25 .07 7 2.89 .76 .36 .10 8 3.63 .97 .46 .14 9 4.57 1.21 .58 .17 10 5.5 1.46 .70 .21 11 1.77 .84 .25 12 2.09 1.01 .30 .07 13 2.42 1.17 .35 .08 14 2.74 1.33 .39 .09 15 3.06 1.45 .44 .10 16 3.49 1.65 .50 .11 17 3.93 1.86 .56 .12 18 4.37 2.07 .62 .16 19 4.81 2.28 v .68 .23 20 5.23 2.46 .74 .30 25 3.75 1.10 .39 30 5.22 1.54 .48 35 2.05 .58 .07 40 2.62 .81 .09 45 3.27 1.08 .12 50 3.98 1.38 .16 60 1.73 .21 70 2.09 .28 80 .37 90 .46 100 .55 - 22 - o co 3 :.> :.1 id". . Ic\\ 1 . t" M r� ici or 4. , .. . • \81 t ievi = a - j/ � r r i l ■.n 0• /� 1 2 s s � _g ION 2 O I lid W s s ' 2 J �N C J Y I 1 t3. Cti 6i ~W ( hat: t• ION W + kJ- C s N Q CI c4 Ha cola ;i ,84. ad I 3 i 1 c c 04 La-1 <Ili$ La - 23 - Frequently Asked Questions Q: Can I Use Vertical and Horizontal Panels in the same system to overcome certain site or soil conditions? A: YES. Both styles are interchangeable can be used in combination. Q: How do I calculate the amount of backfill sand for my drainfield? A: To calculate the amount of backfill sand needed, use the equation: LF x .17 = Tons Needed; where LF is total linear feet of nitrification line. Q: When designing a T&J Panel System, do lines need to be designed to certain lengths in order to make panels fit properly with 6-inch spacing between them? A: NO, panels can be utilized in whatever line lengths are necessary for the design of a system. Spacing between the panels can be adjusted in order to make them fit into any given line length, so long as the proper number of panels are installed in that line. Q: Does the Horizontal Panel system use more sand due to its 3-foot trench? A: No, the cubic volume remains the same as Vertical Panel systems even though it is a 2-foot trench due to the lower trench profile. Q: Should I consider a wider trench when installing a Vertical Panel System? A: No, a 2-foot trench is vital in the distribution of effluent to the side walls and is key to keeping the aerobic treatment needed for breakdown. Q: Why do Panel Block Systems have the longest lifespan on average of any system on the market: A: The successful longevity of our system is primarily due to the fact that the storage capacity is 3X that of a conventional system all while pretreating effluent and preserving the soil itself. This hydraulically allows the soil to accept effluent longer and in a much smaller footprint. Q: What type of boards are used for installation and that are their purpose? A: Any 1x4 or 1x6 board will work. Boards do not have to be treated because it will actually fossilize in the trench over time. The purpose of this board is for maintaining the level at time of installation. Q: Do I need a certification from T&J Panels to be able to install the system? A: No,you do not need a certification from T&J Panels to be able to install the system, but we recommend an install training from one our company representatives for your first-time installation. Q: Why should I consider a Panel System? A: You may consider using a panel system if you want a system with longevity, if you have future site needs (ex. pools, additional bedrooms, landscaping needs), to maximize your development potential, or if you value having a more environmentally friendly option. - 24 - T & J Panel Wastewater Treatment System 269 Marble Road Statesville, NC 28625 Office: 704-924-8600 Fax: 704-924-8681 Website: www.tjpanel.com Email : info@tjpanel.com Limited Warranty: The structural integrity of each T&J Panel,when installed in accordance with manufacturer's instructions,is warranted against defective materials and workmanship for one year from date of manufacture. Should a defect appear within the warranty period,purchaser must inform T&J Panel System of the defect before the warranty expires. T&J Panel System will supply a replacement unit. T&J Panel System's liability specifically excludes the cost of removal and/or installation of the panels. There are no other warranties with respect to the units,including no warranties of merchantability or of fitness for a particular purpose. The warranty does not extend to incidental, consequential,special or indirect damages. The company shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials,overhead costs,or other loss or expense incurred by buyer. Specifically excluded from warranty coverage are:Damage to the panels due to ordinary wear and tear; alteration,accident,misuse, abuse or neglect of the panels;the panels being subjected to stresses greater than those prescribed in the installation instructions;the placement by buyer of improper materials into buyer's system;or any other event,not caused by the company. Furthermore,in no event shall the company be responsible for any loss or damage to the buyer,the panels or any third party resulting from its installation or shipment. Buyer shall be solely responsible for ensuring that installation of the system is completed in accordance with all applicable laws, codes,rules and regulations. Any alteration of this warranty must be noted as"Warranty"in writing by the company. - 25 - When Your Problem In On-site Is: k .• } r 4.1 Topography and Vegetation _ rY t 1 Tl'^.- , ! ii / 1 Y ' , I n �,� ' IA1_4.'0 51.-virptie ---a"' _, ... e. R M / Special Landscaping Needs Future Site Needs 1 , ti/ j I Art_ ,..,Iii 1111 Limited Suitable Area 'NIL Then consider a better quality effluent with - 26 - SPEARS Utility Swing & Spring Check Valves Features - PVC White & PVC Clear Spears® Utility Swing Check and spring assisted Utility fSpring Check Valves offer a compact, high performance check valve for Landscape & Irrigation, Pool & Spa, Aquaculture, OEM and many general purpose applications. t t" These maintenance free sealed units feature long-life EPDM f elastomer seats with weighted disc for full-flow with minimal restriction and positive shutoff. Spring assisted "Spring Check" model incorporates a positive-pressure spring to assist in valve closing without slamming. Produced from PVC White or PVC Clear material with Socket, Threaded or SR Threaded end connectors.Available in IPS Sizes 1/2" through 8" for Swing Check Valves and 1/2" through 4" for Sample Engineering Specification Spring Check Valves. All thermoplastic check valves Shall be Utility Swing Check . Chemical & Corrosion Resistant PVC White or High or Utility Spring Check type constructed form PVC Type I, Visibility PVC Clear Construction ASTM D 1784 Cell Classification 12454. All valves shall • No Metal Parts on Swing Check-Stainless Steel be maintenance free seal unit construction with EPDM Spring on Spring Check seat and weighted disc. All Spring Check Valves shall have ▪ Maintenance Free Sealed Unit in a Compact Space stainless steel spring assisted operation. All valves shall Saving Design have external flow arrow direction designation.All valves • shall be certified by NSF International for use in potable Engineered for Maximum Flow, Quick Response& water service. All valves shall be pressure rated to 150 psi Positive Shutoff for water @ 73°F in full flow (open) position and to 75 psi • Long-Life, High Grade EPDM Seat with Weighted Disc @ 73°F back pressure(closed),as manufactured by Spears® • Spring Assisted Spring Check Model Option for Manufacturing Company. Positive Closing • Sizes 1/2"—8" Pressure Rated to 150 psi @ 73°F Full-Flow (open)and 75 psi @ 73°F Back Pressure (closed) • Suitable for either Horizontal or Vertical Up-flow Installations and Vacuum Service • NSF®Certified for Potable Water Use • Silicone-Free Assembly Quick-View Utility Swing Check Quick-View Utility Spring Check Valve Selection Chart Valve Selection Chart Valve Seat PVC Materials Pressure Valve Seat PVC Materials Pressure Size Material Socket Threaded SR Threaded Rating Size Material Socket Threaded SR Threaded Rating 1/2 EPDM S1520-05 S1520-05F S1520-05FSR 1/2 EPDM S1580-05 S1580-05F S1580-05FSR 3/4 EPDM S1520-07 S1520-07F S1520-07FSR 3/4 EPDM S1580-07 S1580-07F S1580-07FSR 150 psi 1 EPDM S1520-10 S1520-10F S1520-10FSR 150 psi 1 EPDM S1580-10 S1580-1OF S1580-10FSR @ 73°F @ 73°F Full Flow ull Flow 1-1/4 EPDM S1580-12 S1580-12F S1580-12FSR (Open) 1-1/2 EPDM S1520-15 51520-15F 51520-15FSR Open) 1-1/2 EPDM S1580-15 S1580-15F S1580-15FSR S !T w T!9 TS!!T'7 T r'r T 2 EPDM S1580-20 S1580-20F S1580-2OFSR 75 psi 75 psi 2-1/2 EPDM S1580-25 S1580-25F S1580-25FSR Back ' Pressure 3 EPDM S1520-30 51520-30F S1520-30FSR (Closed) 3 EPDM S1580-30 S1580-30F S1580-30FSR ( ) - • • • • ' (Closed) 4 EPDM S1580-40 S1580-40F S1580-40FSR 6 EPDM S1520-60 S1520-60F S1520-60FSR 1:For PVC Clear Spring Check,replace dash(-)separator with the letter"C"in the 8 EPDM S1520-80 N/A N/A part number(e.g.S1580005),(e.g.S1580005F)or(e.g.S1580C05FSR) 1:For PVC Clear Swing Check,replace dash(-)separator with the letter"C"in the part number(e.g.S1520005),(e.g.S1520005F)or(e.g.S1520C05FSR) NOT FOR DISTRIBUTION OF COMPRESSED AIR OR GAS 1127 Progressive Products from Spears®Innovation and Technology Spears®Manufacturing Company Utility Swing & Spring Check Valves SPEARS Utility Swing Check Valve -T-11 /l' A — — A [ _ 1!ffig 1--Ric.... .-- wow B__ B C Utility Spring Check Valve FLOW f 14m1 is.1111114" D iiitUIøII IIIIIIII1 _L MUM ._ e moop Il Dimensions ` `'' l ' Dimension Reference(inches,±1/16) c , r Nominal B IDf;_,? _, ,. Size A C Socket Threaded/SR Threaded Swing Spring 1/2 1-3/8 2-19/32 2-5/8 4-3/32 2-1/8 2-5/8 3/4 1-3/8 2-5/32 2-1/16 4-1/16 2-1/8 2-5/8 1 1-11/16 2-5/16 2-15/16 4-9/16 2-5/8 2-5/8 3 4-5/16 4-11/16 5-5/8 8-7/16 5-3/4 5-3/4 6 7-11/16 8-1/2 11-5/16 14-9/16 9-1/4 N/A 8 9-7/16 11-3/16 N/A 19-1/4 11-15/16 N/A General Installation Information: Utility Swing check valves are designed for horizontal installations, but may be installed in up-flow only vertical position. Check valves MUST be installed with the valves FLOW arrow pointing in the direction of the flow. Do not install valve upside down. Flow velocity should not exceed 5ft./sec. Minimum opening pressure less than 0.5 psi. Temperature Pressure Rating System Operating 100 110 120 130 140 150 160 170 180 190 200 210 Temperature °F(°C) (38) (43) (49) (54) (60) (66) (71) (77) (82) (88) (93) (99) Valve 150 135 110 75 50 -0- -0- -0- -0- -0- -0- -0- Pressure 1/2" - 8" PVC (1.03) (.93) (.76) (.52) (.34) (-0-) (-0-) (-0-) (-0-) (-0-) (-0-) (-0-) Rating psi 150 140 130 120 -110- -100- -90- -80- -70- -60- -50- -0- (MPa) (1.03) (.97) (.90) (.83) (.76) (.70) (.62) (.55) (.48) (.41) (.34) (-0-) NOT FOR DISTRIBUTION OF COMPRESSED AIR OR GAS Made in the U.S.A. Progressive Products from Spears®Innovation and Technology 1128 Spears® Technical Information 28-Apr-20 06:57:32 AM Part No: 457-015 Schedule 40 White Union Desc: 1-1/2 PVC UNION SOCXSOC BUNA SCH40 MSRP: 30.43 Part Code: 040 Weight(lbs): 0.324 Weight(kg): 0.147 Weight(gm): 147 Size: 1-1/2" Color: WHITE Material: PVC r Connection Socket x Socket • 0-Ring Buna-N NUT M — _ O.D. +- N L = 3-1/32 M = 2- 1/4 N = 3/8 NUT = 3-3/32 O.D. Injection Molded Dimension References: G = (LAYING LENGTH)intersection of center lines to bottom of socket/thread; 90°elbows,tees,crosses;f 1/32 inch. H = Intersection of center lines to face of fitting;90°elbows tees,crosses;f 1/32 inch. J = Intersection of center lines to bottom of socket/thread;45°elbows;± 1/32 inch L = Overall length of fittings;± 1/16 inch. M = Outside diameter of socket/thread hub;± 1/16 inch. N = Socket bottom to socket bottom;couplings;± 1/16 inch. W = Height of cap;± 1/16 inch Typical Molded Dimension References Jo d*/ Nt i H +---L The information printed here is based on current information&product design at the time of publication and is subject to change without notification.Spears®ongoing commitment to product improvement may result in some variation.No representation,guarantees or warranties of any kind are as to its accuracy,suitability for particular application or results to be obtained thereform.For verification of technical data or additional information,please contact Spears®Technical Service Department::WEST COAST:(818)364-1611 - EAST COAST:(717)938-9006 Spears® Technical Information 28-Apr-20 06:53:58 AM Part No: 2012-015 Valves Gate Valve Desc: 1-1/2 PVC GATE VALVE SOC BUNA MSRP: 75.96 Part Code: 200 Weight(lbs): 1.596 Weight(kg): 0.724 Weight(gm): 724 Size: 1-1/2" Color: GRAY Material: PVC Fes. f E Connection Socket 0-Ring Buna-N is A D ! i id i l B c A = 8-1/16 B = 1-9/16 C = 3-3/4 D = 6-9/16 E = 3-7/16 F = 3-15/16 Cv = 144 Values Injection Molded Dimension References: G = (LAYING LENGTH)intersection of center lines to bottom of socket/thread; 90°elbows,tees,crosses;± 1/32 inch. H = Intersection of center lines to face of fitting;90°elbows tees,crosses;f 1/32 inch. J = Intersection of center lines to bottom of socket/thread;45°elbows;f 1/32 inch L = Overall length of fittings;± 1/16 inch. M = Outside diameter of socket/thread hub;± 1/16 inch. N = Socket bottom to socket bottom;couplings;± 1/16 inch. W = Height of cap;± 1/16 inch Typical Molded Dimension References G /4 -/—.11/1L t ti9 G1 H ti hi( J. & N �+—m—+1 —N Llam-tt - �) L - L--0- The information printed here is based on current information&product design at the time of publication and is subject to change without notification.Spears®ongoing commitment to product improvement may result in some variation.No representation,guarantees or warranties of any kind are as to its accuracy,suitability for particular application or results to be obtained thereform.For verification of technical data or additional information,please contact Spears®Technical Service Department::WEST COAST:(818)364-1611 - EAST COAST:(717)938-9006 NDS PRO SERIES VALVE BOXES COMMERCIAL GRADE NDS Pro Series 13" X 24" Rectangular Valve Boxes Specifications:The NDS PRO SERIES 13"x24'valve boxes and covers are injection molded of structural foam polyethylene material with a melt index between 10-12. Coloring and UV stabilizers are added,along with processing lubricants when needed. The 13"x24'body shall be tapered and have a minimum wall thickness of.270'.The body shall have a double wall at the top cover seat area with a minimum thickness of .270'.The cover seat area shall have 18 structural support ribs on the underside of the seat,each with a minimum thickness of.250'.The bottom of the body shall have a 1.000'flange.The 13"x24'cover shall have an average thickness of.320'.The valve box shall have a 3/8"304 SS nut for the bolt-down as a standard feature. Part Color Pallet Weight Product Number Description-Marking (Box/Cover) Qty Ea Class 2-1/4" Box&Cover 7S 7j4, 221BCB 13"x24'x12'Box,Overlapping Bolt-Down Cover-ICV Green/Green 12 24.00 20PR `b\a t. 222BCB 13"x24'x15-Box,Overlapping Bolt-Down Cover-ICV Green/Green 12 26.00 20PR 2N'' "`,�,_..;",_r>, 221BCDB 13"x24"x12"Box, Drop-in Bolt-Down Cover-ICV Green/Green 12 24.00 20PR 222BCDB 13"x24'x15'Box, Drop-in Bolt-Down Cover-ICV Green/Green 12 26.00 20PR 4 g� ��a Cover Only 7 ;` 25- 222C 13"x24"Overlapping Cover-ICV Green 125 7.00 20PR 3.3�4, 2" 222CD 13'x24'Drop-in Cover-ICV Green 125 7.00 20PR 222CD ELEC-L-Bolt 13"x24"Drop-in Cover-Electric** Gray 125 7.00 2ONM - "Note—Installer responsible for ensuring product meets local building/electrical code requirements.Insulate boll with 1/2'x 2 3/4' ' ' = > ✓ heat shrink tube and/or a ground rod clamp(such as Thomas&Betts Part Number 63)to reduce the chance of electrical shock ___: :: Box Only yta 221 B 13"x24'x12'Box Green 16 17.00 20PR 7`?• ' 23 222B 13"x24"x15'Box Green 12 19.00 20PR 3.4„ /6„ ',12 -- 12°or15° lolit:::40,1 Ii a • ?3• 7/4, 7/4„ NDS Pro Series 17" X 30" Rectangular Valve Boxes Specifications:The NDS PRO SERIES 17"x30"valve boxes and covers are Injection molded of structural foam polyethylene material with a melt index between 10-12. Coloring and UV stabilizers are added,along with processing lubricants when needed. The 17'x30"body shall be tapered and have a minimum wall thickness of.320'.The body shall have a double wall at the top cover seat area with a minimum thickness of 320'.The cover seat area shall have 20 structural support ribs on the underside of the seat,each with a minimum thickness of.250'.The bottom of the body shall have a 1.000"flange.The 17"x30'cover shall have an average thickness of.350".The valve box shall have a 3/8"304 SS nut for the bolt-down as a standard feature. Part Color Pallet Weight Product Number Description-Marking (Box/Cover) Qty Ea Class 2-1/4" Box&Cover 7 9.74,„ 224BCB 17'x30'x15'Box,Overlapping Bolt-Down Cover-ICV Green/Green 12 28.00 20PR e 1226BCB 17"x30'x1 S"Box.Overlapping Bolt-Down Cover-ICV Green/Green 10 37 00 20PR I 3�� 6 224BCDB 17°x30'x15'Box,Drop-in Bolt-Down Cover-ICV Green/Green 12 28.00 20PR 226BCDB 17"x30'x18'Box,Drop-in Bolt-Down Cover-ICV Green/Green 10 37.00 20PR � r.i-' ��tt 226PBCRB 17"x30'x18"Box,Overlapping Cover-Reclaimed Water Purple/Purple 10 37.00 20PR 7> =«: 20" Cover Only 39. )24 223C 1Tk30"Overlapping Cover-ICV Green 75 11.00 20PR 223CD 17"x30-Drop-in Cover-ICV Green 75 11.00 20PR :; __::_ : ;f� 223CR 17"x30'Overlapping Cover-Reclaimed Water Purple 75 11.00 20PR p >=: ` 223CD ELEC 17"x30'Drop-in Cover-Electric Gray 75 11.00 20PR Box Only 7> 30- 224E 17"x30'x15'Box Green 12 20.00 20PR tea„ 79 226B 17"x30'x18'Box Green 12 20.00 20PR •7i?„ 126PB 17"x30'x18"Box Purple 10 23.00 20ND N,2 � /- 15"or 18" W Note:All dimensions are nominal.All weights are for shipping purposes only.Availability is subject to change. 8 { 1NIC'S- For customer service, please send your fax to: 1-800-726-1998 or call 1-800-726-1994. NDS PRO SERIES VALVE BOXES COMMERCIAL GRADE NDS Pro Series 10" Round Valve Boxes Specifications:The NDS PRO SERIES 10"round valve boxes and covers are injection molded of structural foam polyethylene material with a melt index between 10-12. Coloring and UV stabilizers are added,along with processing lubricants when needed. The 10"round body shall be tapered and have a minimum wall thickness of.250'.The cover seat area shall have 8 structural support ribs on the underside of the seat, each with a minimum thickness of.250".The bottom of the body shall have a.500"flange.The 10"round cover shall have an average thickness of.300".The valve box shall have a 3/8"304 SS nut for the bolt-down as a standard feature. Part Color Pallet Weight Product Number Description-Marking (Box/Cover) Qty Ea Class r Box&Cover 212BC 10°Round Box,Round Overlapping Cover-ICV Green/Green 120 4.50 20PR 212BCB 10"Round Box,Round Overlapping Bolt-Down Cover- Green/Green 120 4.60 20PR 1#' -1/4"217, 211BCBLK 10'Round Box, Round Overlapping in Cover-ICV Black/Black 120 4.50 20PR I ' 211 PBCR 10"Round Box, Round Overlapping Cover- Purple/Purple 120 4.50 20PR ` 9-1/S" Reclaimed Water 212BCW 10"Round Box,Round Overlapping Cover-Water Green/Green 120 4.50 20PR 9-3/4" 212BCBW 10"Round Box,Round Overlapping Bolt-Down Cover- Green/Green 120 4.60 20PR Water 212BCS 10"Round Box,Round Overlapping Cover-Sewer Green/Green 120 4.50 20PR 1) l 212BCBS 10"Round Box, Round Overlapping Bolt-Down Cover- Green/Green 120 4.60 20PR J 10-vz^ � Sewer 212BC ELEC 10"Round Box,Round Overlapping Cover-Electrical Gray/Gray 120 4.50 20PR 212BCB ELEC 10"Round Box,Round Overlapping Bolt-Down Cover- Gray/Gray 120 4.60 20PR Electrical 11....4-.111 _ Cover Only 211C 10"Round Overlapping Cover-ICV Green 200 1.50 20PR 11-5/8" 211CR 10"Round Overlapping Cover-Reclaimed Water Purple 200 1.50 20PR 13" 211CRG 10"Round Overlapping Cover-Reclaimed Water Green 200 1.50 20PR 211C BLK 10"Round Overlapping Cover-ICV Black 200 1.50 20PR z-1/2"x 3-1/2" 211 CW 10"Round Overlapping Cover-Water Black 200 1.50 20PR Pipe Slot 211CS 10"Round Overlapping Cover-Sewer Green 200 1.50 20PR 211C ELEC 10"Round Overlapping Cover-Electrical Gray 200 1.50 20PR Box Only 212E 10"Round Box Green 120 3.00 20PR 212PB 10"Round Box Purple 120 3.00 20PR 212B BLK 10"Round Box Black 120 3.00 20PR 212B GRAY 10°Round Box Gray 120 3.00 20PR 113BB 2-1/2'x 3/8"SS Bolt Steel (Bag of 10) 0.10 20NM Note:All dimensions are nominal.All weights are for shipping purposes only.Availability is subject to change. _:NEP r 5 For customer service, please send your fax to: 1-800-726-1998 or call 1-800-726-1994.