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AUTH-10-2023-207248.tif
4111111i01. � CATAWBA COUNTY Case# Alf I'H-10-2023-207248 11 •,. Public Health Department Subdivision ll( "I Environmental Health Division PIN# 470104747078 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# B $, w Site Address: 7774 HUDSON CHAPEL RD, CATAWBA NC 28609 Name on Permit: WATERSIDE MARINA LLC Property Size: Acres 2.42 Directions: NA Authorization to Construct Permit Permit Category: New Septic Wastewater Flow: 1,040 g.p.d. Type of Facility: Business-Marina with 80 slips and a public restroom (2 fixtures) Basement? No Basement Plumbing? Bedrooms: Water Supply: Private Well Maximum Occupants: Soil LTAR: 0.225 g.p.d./ft2 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 Second Septic Tank: 1.000 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 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 1I *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. ehpennit 10 26/2023 16:36 n• CATAWBA COUNTY Case# AUTH-10-2023-207248 Public Health Department Subdivision R . Environmental Health Division PIN# 470104747078 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# B Site Address: 7774 HUDSON CHAPEL RD, CATAWBA NC 28609 Name on Permit: WATERSIDE MARINA LLC Property Size: Acres 2.42 Directions: NA 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 d.fft2 9-P- Proposed System: 50%REDUCTION HORIZONTAL System Classification: IVA-ANY SYSTEM WITH LPP DISTRIBUTION Pump Required ***** Operator Required The 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'Laws and Rules for Sewage Treatment and Disposal Systems'(15A NCAC I 8A.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 installationfliik(„ 10/26/2023 Authorized State Agent Pennit Issuance Date 10/26/2028 Permit Expiration Date No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. ehpermit 10/26/2023 16:32 'F $ ° s to !tt go i �QCs, o I- isr IR. iiSf fR 5a CA ' `4 / fib spy ���_ yam y Y .16 0 iv 2/ ti�� .1w 1' t R! . l i 2 E g �� S P. o i M rT - ° Ad I .w, '_ I7 �""4` a ,0 �� "a S�\N \ 9 \ Nq -' € I I �n = m ii '°al! P P d P, 9 o /q` o° a 4 X A C B M 9 t� , a ` ° W A 8A P dd` \ h I. \\ v: tg P ■ a: S NU s IA ii fM ti lil Y ` � �� ,1 OB l $ Ili t § fly A e. X � 3 R / 1I T ctiA m - _. .. / j n a. I A 3 / fay A �.� P ii ill'e Mr§ 11da� // N Y n �e �` if} g Y if $° 0 y` / N z: 5. p , fi ; , . , ,,, ,t 3 7 / i 1 / 2 i • f/ .. ` ° e / do -1-_ '. 12 / / • \ ®s / iifIg N , ti! n T '.T \'� /p r / T ( /' ' I' 0S•\ N.\., ' /S_ 4 a S ¢ , .camp N ' / bL • ..\,:,' v -a / : . I. 111 - T ce — ,0 li: 1 ![ gala] HEM 1 rIIIPTIPPRI q OM 11111ilipli iiii 1 It 111111110 1 if 1!!!!!!!!!!!" °Ill 1111;11' ill i 4 /1 4 1 °I '1 s gr :$g 8 ° .n Y C i 4 NMI 11 F.t4 I 1 411 Ili IIS IFill,h1171illY01111 veF3 RINI il i i :ii 11 " 1 g Eill ilii - ->6 .0,vo.vs DpD I l I jeg':s1a A %'' SEPTIC AREA PLAN '""""°`°� IEDMOM'C DESIGN `�C S l' l' i'f" = WATERSIDE MARINA WATERSIDE MARINA, LLC � Associates,P.A. I i Pg �'� � ! g _ i 'fir-:;; 762 BRAWLEY SCHOOL ROAD N ?t. , , e, ` ^v 7774 HUDSON CHAPEL ROAD MOORESVILLE. NC 28117 rx iavraiae :„- •*w tw 4 I I i '°. ;,;!° �, CATAWBA, CATAWBA COUNTY, NORTH CAROLINA (704) 660-0360 "" ".a...- i I ill''' i • i E; 13 ieeeA a-:. ,1 Oa i+ad �� ilg di I 6Ei di I sit 14 7 0 ' I1 3 IL € 0 ri-1, ' i 111 8$ L 0 I i O d. 6 Z Ngit i la i EMI l' rz ig M_ IQ3/1 a n " � a I iC y1 i in i m �Od e' Al i [3 O i x� 5 D $Fd I Ij �� 16 y8 Igo 4^ Il I i0 I r !Pi IlI< Fi iip i j ,i �, will 3!I ,=; k I $ii ;� €g°� III n •A i II- �i$iii Al�i • -1 li IN' g11Q i lib $ i r ':S}'. ;� r iidi § iiI 1 I • i Q p 7� rs� ill � g I� J)! uR I it.f 1.-- ,I e `VIP, �E wS=�J 7 i' r m ! :.‘ .1 _ ,.4 1 0 il 1;4/a k ,. di ni 'D 777SeFFF $ III 1 Dz I9 I iJ� 4' ialia; i 1$ ._ SS 'i ai 0 � I g ill -1 1 \ fill Ja ..,in,i n 0 i i_! , ' •II i9 �i O F ii Fsi Pail! Ii 2 i 1E i ii th€ i II id w N g hh;{ �% it Q J i 3E § Mi ' $l? 1- § pJ. ;��'�. ��I' i ID ' °li i 'Ii` " • II: ill $11 $ f i $$� a- i Fe '- id Ei i iid d Z a M 1 ill 4 ai I Fi 1 i:i`i$ d 7C ii ii r fi, ii a p i� I ii 9 4 3 el @S1 I� el i3li If ' ei i'i It 19; d e � 5F fi y6 i i $i it G i I I i �I la 41i$� iK chill gt gt ix ii 1i l II �, i§ 1. II �" i IIjilD� le F < i.111. 31111[3 I a ®/.��I i IIET i� i 'I'$ is 1 . - 9 Y o �y, i 4. i'• !t \w���o @0 ie a d \"� ,� ii E�'i $� i $ 1 it 1s` I i !i A`. s ' t $. F i Met ®� DD it a ill ii iiiit 1 g i 1iae iii i2 III ii F 4g ®D Will l 1 ;°`i ^Z;',. SEPTIC SYSTEM DETAILS "'W""`°`°"' ( PIEDMONT DESIGN i. = ' WATERSIDE MARINA WATERSIDE MARINA, LLC I(, �� ( ( F 762 BRAWLEY SCHOOL ROAD Associates,P.A. a 7774 HUDSON CHAPEL ROAD �� �� ^rX MOORESVILLE. NC 28117 'w ` IF II W '',14a„VAL. CATAWBA, CATA1fBA COUNTY, NORTH CAROLINA (704) 660-0360 P 9 z1.1\'' 'I_ ' \ EgiIII '� DIillIPPM k i li 1 li 00 / //zz./1 '''',1N _> � d• aIMIUMMII PA 11 11:1 1 'flib leil i 8 4-4, a J �1. • 1 A , F w 4,c 3 ' ° # t '' F� r ' �a NU�IIL�eeEII M�eeIILleIeL I; �y N N , / \ =..T. / 1 / 1 • I \ i . / i \ � S / � r '` / /- — / F. d tdi __ _ __ . --- o. [c k' / / #;1-rj1¢ m u d( t'- � �:\, ^ Qy NN ;. fi L, / 4 i ": / Z O N / I I — V4°/ I f$ i\ I s If l /% \jfi a , \ / �/ Ill 1- , / i \ / :,1'`./ L i ` a m� p e 7 D� € . i! i I t g Iii ll `F likill ii 1WIlii ozy 1 s1 � �� Ill! / 10 II. If.lt•� Faqir 'C A3' I t E o E 'i'sIs'� 4a9� ' a �3Hi30.6 R Ill Ilia DDD f a ( I Tin: '- OVERALL SITE PLAN `"`e' '`°" PIEDMONT DESIGN �C a N' " s r _ WATERSIDE MARINA, LLC4€g '•` �, ° > WATERSIDE MARINA D Associates,P.A. 1762 BRAWLEY SCHOOL ROAD N k�N , > , ? , �c 7774 HUDSON CHAPEL ROAD MOORESVILLE, NC 28117 s+,rr.w c--i:sr..em onR B 1 B T °4 F CATAIffIA, CATAWBA COUNTY, NORTH CAROLINA (704) 660-0360 I ui7at 11711mw+kam«l 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 Revised October 19, 2023 PREPARED FOR: Waterside Marina, LLC 762 Brawley School Road Mooresville, NC 28115 Phone: (704) 660-0360 PREPARED BY: ``\\\111111111,,, PIEDMONT DESIGN ASSOCIATES, P.A. �`` �N CAR% /',. Suite 101 Westfield Center �` -" 125 East Plaza Drive Mooresville, NC 28115 , Phone: (704) 664-7888 27 Fax: (704) 664-1778 -,:.0 -1040, g,,: NCBELS No.: C-1007 , q ""' . 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 1 September 15,2022 Catawba County,North Carolina Revised September 13, 2023 Revised October 19,2023 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 settling tank with baffle wall and 1/16"effluent filter in second chamber. 1 —1,000-gallon septic tank with baffle wall and 1/32" 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. SETTLING 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. SETTLING 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 SEPTIC TANK: The septic tank shall be 1,000-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-625 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 Waterside Marina Septic System Page 2 September 15,2022 Catawba County,North Carolina Revised September 13,2023 Revised October 19,2023 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 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, FL21 G, 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 Waterside Marina Septic System Page 3 September 15,2022 Catawba County,North Carolina Revised September 13,2023 Revised October 19,2023 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. 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 61.44 G/M at 51.38 ft TDH or Engineer approved equal. The pump power cord shall 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 Waterside Marina Septic System Page 4 September 15,2022 Catawba County,North Carolina Revised September 13,2023 Revised October 19,2023 • 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. 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. Waterside Marina Septic System Page 5 September 15,2022 Catawba County, North Carolina Revised September 13, 2023 Revised October 19,2023 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. 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 % 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. Waterside Marina Septic System Page 6 September 15,2022 Catawba County,North Carolina Revised September 13, 2023 Revised October 19, 2023 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 '/� 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. 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. Waterside Marina Septic System Page 7 September 15,2022 Catawba County,North Carolina Revised September 13,2023 Revised October 19,2023 • 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. 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. Waterside Marina Septic System Page 8 September 15, 2022 Catawba County,North Carolina Revised September 13, 2023 Revised October 19,2023 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 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. Waterside Marina Septic Si'stem Page 9 September 15, 2022 Catawba County,North Carolina Revised September 13, 2023 Revised October 19, 2023 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. 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 ga1/100 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. Waterside Marina Septic System Page 10 September 15,2022 Catawba County,North Carolina Revised September 13,2023 Revised October 19,2023 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. 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. DRAINFIELD 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 Waterside Marina Septic System Page 11 September 15,2022 Catawba County,North Carolina Revised September 13, 2023 Revised October 19,2023 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. 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. Waterside Marina Septic System Page 12 September 15, 2022 Catawba County,North Carolina Revised September 13, 2023 Revised October 19,2023 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. 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. Waterside Marina Septic System Page 13 September 15, 2022 Catawba County,North Carolina Revised September 13, 2023 Revised October 19, 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 Settling Tank: (1)2,000 Gallon Precast Concrete with Baffle Wall Settling Tank Effluent Filter: (1) Polylok PL-525 or Engineer Approved Equal Septic Tank: (1) 1,000 Gallon Precast Concrete with Baffle Wall Septic Tank Effluent Filter: (1) Polylok PL-625 or Engineer Approved Equal Pump Tank: (1)2,000 Gallon Precast Concrete Pressure Filter: (1)GAG/Sim-TECH Model STF-100A3 1 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: 1.50-Inch Dia. SCH 40 PVC Number of Panels: 192 Panels Flow per Panel: 0.32 G/M with 1/8" Dia. Orifices (1 per Panel) Total Network Flow: 61.44 G/M Pressure Head: 3.0 Ft. Static Head: 28.00 Ft. Friction Head: 20.38 Ft. Total Dynamic Head: 51.38 Ft. Total Dose Volume: 260 Gallons (37.62% Panel Volume/Dose) Pump Run Time: 4.23 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 Revised October 19,2023 Waterside Marina LP Panel Block System September 15,2022 7774 Hudson Chapel Road Catawba County,North Carolina Revised September 13,2023 Revised October 19,2023 Design Flow Public Restrooms 2 Toilets Flow per Day per Fixture 250 Gal./Day/Totlet or Urinal Daily Design Flow(DDF) 500 Gal./Day Employees 4 During Peak Flow per Employee 15 Gal./Day/Employee Daily Design Flow(DDF) 60 DDF for Employees I 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 GPD Septic Tank Sizing 1,717 Gallons Septic Tank Sizing Calculations Therefore,Use 2,000 Gallon Shoal 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 1,500 G/D to 4,500 G/D a=Design Flow Use PPBPS Laterals for 50%Reduction in Drainfield Size V=0.75Q t 1,125 LTAR 0.225 G/D/SF Per Robbie Phelps,REHS 4,500 G/D and up I Sq.Ft.Trench Bottom 4,622 Sq.Ft. DDF x LTAR v=a 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) 3.60 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 ICI 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 O Pipe I.D. Lateral No. Placement In.(Low Side) to Lateral Length(LF) Length(LF) (Feel) (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)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 1.61 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 Unfiagged 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 HD+Friction HD+Oper.HD) Pump Required' 61.44 G/M at 51.38 ITDH Use Goulds 3885 Series WE2012H 230 V/2 HP/1 Phase Contractor to Verify Power Requirements before Ordering Pump .‘�s �N CARD o, •• , GgE •/al • > /./ 1 7 27 ,',,,'�0ttiillM``?``` Tank Anti-Floatation Calculations Tank Dimensions&Antifloatation:2,000 Gallon Settling 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 Length s Outer Width x Outer Length x 62.4 Lb/CF(Wt of Water) Wt of Tank 8,450.00 Lbs. Top&Bottom Outer Length x Outer Width x 250 Lb/CFx 2(Top&Bottom)x Slab Thickness 2,325.00 Lbs. Ends Inner Width x Inner Height s 150 Lb/CFx 2(Ends)x Wall Thickness 5,687.50 Lbs. Sides Outer Heights Outer Length s 150 Lb/CF x 2(Sides)x Wall Thickness 1,225.00 Lb Baffle Inner Width x(Inner Height-3 Inches)x 150 Lb/CFx 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 x Outer Width x 1201b/CF(Saturated Sail Wr)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:1,000 Gallon Septic Tank Dimensions Outer Length 9.00 Ft. Inner Length 8.50 Ft. Outer Width 4.83 Ft. Inner Width 4.33 Ft. Outer Height 5.63 Ft. Inner Height 5.04 Ft. Wt.of Water Displaced 15,268.50 Lbs. Outer Lengths Outer Width x Outer Length s 62.4 Lb/CF(Wt of Water) Wt of Tank 3,262.50 Lbs. Top&Bottom Outer Length x Outer Width x 150 Lb/CF x 2(Top&Bottom)x Slab Thickness 2,184.72 Lbs. Ends Inner Width s Inner Height x 150 Lb/CF x 2(Ends)x Wall Thickness 5,062.50 Lbs. Sides Outer Heights Outer Length x 1501b/CFx 2(Sides)x Wall Thickness 861.02 Lb Baffle Inner Width x(Inner Height-3 Inches)x 150 Lb/CFx x Wall Thickness 11,370.75 Lbs. Total Tank Wt. Sum Above four Wt.of Overburden 7,830.00 Lbs. @ 15"of Cover Outer Length s Outer Width x 120 Lb/CF(Saturated Soil WI)xSoll Thickness Total 19,200.75 Lbs. Sum of Total Tank Wt.&Soil Overburden I Water 15,268.50 < I 19,200.75( Tank I 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 Widths Outer Length x 62.4 Lb/CF(Wt of Water) Wt of Tank 8,450.00 Lbs. Top&Bottom Outer Length x Outer Width x 150 Lb/CFx 2(Top&Bottom)xSlab Thickness 2,325.00 Lbs. Ends Inner Width sInner Heights 150 Lb/CF 52(Ends)s Wall Thickness 5,687.50 Lbs. Sides Outer Heights Outer Length x 150 Lb/CFx 2(Sides)x Wall Thickness 1,225.00 Lb Baffle Inner Widths(Inner Height-3 Inches)x 150 Lb/CF x 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 x Outer Width x 120 Lb/CF(Saturated Soil Wt)x Soil Thickness Total 32,897.50 Lbs. 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It has 525 linear feet of 1/16Ò 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 offpp the system so the effluent wonÔt leave the tank. Features: 1/16Ò Filtration Slotsltration Slots Alarm Switch ¤ Rated for 10,000 GPD (gallons per day). (Optional) 10,000 GPD0000GPD GPD ¤ 525 linear feet of 1/16Ò filtration. Accepts 1Ò PVC ¤ Accepts 4ÔÔ and 6ÔÔ SCHD 40 pipe. 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: 525 Linear Ft. Ideal for residential and commercial waste flows up to of 1/16Ò 10,000 gallons per day (GPD). Filtration Slots 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. Accepts 4Ò & 6Ò& 6Ò 3. Glue the filter housing to the 4Ò or 6Ò outlet pipe. If SCHD 40 pipeipe 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. 5. Replace and secure the septic tank cover. PL-525 Maintenance: 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 Gas Deflector needs servicing. Servicing should be done by a certified septic tank pumper or installer. 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. 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Sfw/!2/1-!ª!17029 Qbhf!3!pg!3 Sim/Tech Filter Website: www.gag-simtech.com 1455 Lexamar Drive Email: sales@gag-simtech.com Boyne City, MI 49712 Fax: 231-582-7324 Office: 231-582-1020 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. 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. 2 REQUIRED Toll Free: 888-999-3290 STF-104TN 100 micron Installation Instructions Thermal Nylon Filter Sock Before Sock Installation: Wire Handle Jg!zpv!ibwf!b!tuboebse!gjmufs!tdsffo!xjui!b!xjsf!iboemf!jotubmmfe! jo!ju-!tusbjhiufo!pvu!uif!:1!efhsff!cfoe!jo!uif!xjsf!po!pof!tjef! boe!qvmm!uif!xjsf!pvu!pg!uif!iboemf!gspn!uif!puifs!tjef/! 90 degree bend Step 1 Insert sock into the filter screen so that equal lengths stick out of both ends. Tips: Gpme!uif!tpdl!jo!ibmg!)uif!mpoh!xbz*!cfgpsf!jotfsujoh!joup!uif!tdsffo/! Uif!foe!pg!uif!tpdl!nbslfe!bt!upq!tipvme!cf!tujdljoh!pvu!pg!uif!upq!pg! uif!gjmufs!tdsffo!)uif!foe!xjui!uif!mbshfs!gmbohf*/! Step 2 Wrap sock material around top of filter screen and secure with o-ring. Tips: Uif!p.sjoh!xjmm!tfdvsf!uif!tpdl!jo!qmbdf!evsjoh!vtf!boe!xjmm!bmmpx!gps!uif! tpdl!up!cf!qvmmfe!ujhiu!evsjoh!jotubmmbujpo/! Step 3 Wrap sock material around bottom of filter screen and secure with o-ring. Tips: Uif!tpdl!nbufsjbm!tipvme!cf!qvmmfe!ujhiu-!bmuipvhi!uifsf!xjmm!tujmm!cf!tpnf! xsjolmjoh!fwfo!xifo!ju!jt!ujhiu/! Step 4 Look through end of filter screen and confirm that sock is not twisted. Tips: Jg!tpdl!jt!uxjtufe-!hsbc!uif!tpdl!pwfs!pof!pg!uif!gmbohft!boe!uxjtu!voujm! tpdl!jt!tusbjhiu/! Uxjtufe!Tpdl!Dpssfdufe!Tpdl! Step 5 Dispose of the old filter sock in accordance with state and local regulations. Important Notes:!!Tpdlt!gjmufs!pvu!nvdi!gjofs!tpmjet!uibo!uif!gjmufs!tdsffo!boe!xjmm!nptu!mjlfmz!sfrvjsf! !!!!!!!npsf!gsfrvfou!tfswjdf!efqfoejoh!vqpo!uif!bqqmjdbujpo/! !!Jg!dipptjoh!up!sfvtf!uif!tpdl-!nblf!tvsf!uibu!uifsf!jt!op!wjtjcmf!ebnbhf!up!uif!tpdl/! Toll Free: 888-999-3290 Fax: 231-582-7324 E-mail: sales@gag-simtech.com www.simtechfilter.com !!!!!!!Toll Free!999.:::.43:1! Mailing Address Office!342.693.2131! !2566!Mfybnbs!Esjwf-!Cpzof!Djuz-!NJ!5:823!!!!!!Fax!342.693.8435! !!!!!!!!!!!!!!!!!!!!!!!!!!!Email!tjnufdiAgsffxbz/OFU! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!Web xxx/hbh.tjnufdi/dpn 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 O-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 ¼” 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 allen. 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. Jotubmmbujpo!Tfswjdf!Jotusvdujpot/epd! ! Design, Installation and Maintenance ! ! of the ! ! T & J Panel Wastewater Treatment System ! ! ! !! !! Fowjsponfoubm!Ifbmui!Tqfdjbmjtut!! !!!!!!!!!!!!!!!!!!!Fohjoffst! Tfqujd!Ubol!Jotubmmfst!! ! !! !! 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! ! ! !! .!2!.!! !! !! ! Introduction !! Bmuipvhi!uijt!nbovbm!jt!tfdujpofe!gps!tqfdjgjd!vtfs!hspvqt-!xf!bu!U'K!Qbofm!tvhhftu!zpv!gbnjmjbsj{f! zpvstfmg!xjui!uif!dpnqmfuf!nbovbm/!!Qmfbtf!wjtju!pvs!xfctjuf!bu!xxx/UKQbofm/dpn!gps!npsf!sftpvsdft! sfhbsejoh!eftjho-!jotubmmbujpo!boe!nbjoufobodf!pg!U'K!Qbofm!Tztufnt/!!Bmm!pg!uif!sftpvsdft!qspwjefe! jo!uijt!nbovbm!bsf!bwbjmbcmf!pomjof!up!qsjou/!!Uif!nptu!dvssfou!boe!vq.up.ebuf!wfstjpo!pg!uijt!nbovbm!jt! qptufe!po!pvs!xfctjuf!bu!xxx/UKQbofm/dpn!boe!tvqfstfeft!bmm!qsjoufe!fejujpot/!!Gps!gvsuifs!ejtdvttjpo! pg!uijt!nbovbm-!rvftujpot!bcpvu!eftjho-!ps!puifs!jorvjsjft!bcpvu!pvs!qspevdu-!qmfbtf!sfbdi!pvu!up!pvs! pggjdf!bu!815.:35.9711/!!!! !! Company Information ! Office:!37:!Nbscmf!Se/!! Tubuftwjmmf!OD-!39736!! Office Phone:!815.:35.9711!! Office Fax:!815.:35.9792!! Website:!xxx/UKQbofm/dpn!! Email:!JogpAukqbofm/dpn!! Brad Johnson:!815.991.87:8!! !!!!!!CsbeAukqbofm/dpn!! !! ! Installer Training! !! Xijmf!U'K!Qbofmt!epft!opu!sfrvjsf!b!qspevdu!tqfdjgjd!jotubmmfs!dfsujgjdbujpo-!ju!jt!pvs!hpbm!up!usbjo! jotubmmfst!up!dpssfdumz!jotubmm!b!qbofm!cmpdl!tztufn/!!Jg!ju!jt!zpvs!gjstu!ujnf!jotubmmjoh-!jotqfdujoh-!ps! eftjhojoh!b!tztufn-!qmfbtf!ep!opu!iftjubuf!up!sfbdi!pvu!up!vt-!ps!up!btl!vt!up!jodmvef!uif!jotubmmfs!usbjojoh! gps!zpvs!kpc/!!Jotubmmbujpo!usbjojoh!xjmm!tfoe!b!dpnqboz!sfqsftfoubujwf!up!zpvs!kpctjuf!up!ejtdvtt!uif! qbofm!cmpdl!tztufn!boe!ipx!up!qspqfsmz!jotubmm!uifn/!!U'K!Qbofmt!sfdpnnfoet!bo!jotubmmbujpo!usbjojoh! gps!fbdi!psjfoubujpo!pg!uif!qbofm!cmpdl!tztufn!)cpui!ipsj{poubm!boe!wfsujdbm*/!!Dpoubdu!pvs!pggjdft!up! tdifevmf!zpvs!jotubmm!usbjojoh!bu!815.:35.9711/! ! .!3!.!! !! !! SYSTEM DESIGN ! 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U'K!qbofmt!dbo!vujmj{f!fjuifs!qbsbmmfm!ps!tfsjbm!ejtusjcvujpo/!!Qbofmt!dbo!cf!hsbwjuz!gfe-!qvnqfe!up!b! qsfttvsf!nbojgpme!ps!ejtusjcvujpo!cpy!boe!uifo!hsbwjuz!gfe!joup!uif!mjoft-!ps!qvnqfe!up!mpx.qsfttvsf! qbofm!mjoft/!!Xifo!eftjhojoh!b!qsfttvsf!tztufn-!uif!qsjodjqmft!pg!mpx.qsfttvsf!ejtusjcvujpo!bsf!bt! eftdsjcfe!jo!uif!MQQ!nbovbm/!!Uifsf!jt!gvsuifs!ejtdvttjpo!po!qsfttvsf!tztufnt!po!qbhf!26!pg!uijt! nbovbm/!! ! ! T&J Panel Trench Width and Spacing U'K!Qbofmt!sfdpnnfoet!ipsj{poubm!qbofmt!cf!jotubmmfe!jo!4.gppu!xjef!usfodift!mpdbufe!:!gppu!po. dfoufs!xifo!tvjubcmf!bsfb!fyjtut/!!Xifo!bwbjmbcmf!tqbdf!epft!opu!bmmpx!gps!:!gppu!po.dfoufs!tqbdjoh-! 4.gppu!xjef!usfodift!mpdbufe!9!gppu!po.dfoufs!dbo!cf!vtfe!up!jotubmm!ipsj{poubm!qbofmt/!!Ipsj{poubm! qbofmt!dbo!only!cf!jotubmmfe!jo!3.gppu!xjef!usfodift!qmbdfe!7!gppu!po.dfoufs!xifo!cftu!qspgfttjpobm! kvehfnfou!jt!cfjoh!vtfe!boe!tvjubcmf!bsfb!epft!opu!bmmpx!gps!4.gppu!xjef!usfodift!qmbdfe!9.gppu!po! dfoufs/!!Evbm!Bmufsobujoh!gjfmet!tipvme!bmtp!cf!dpotjefsfe!cfgpsf!vtjoh!Ipsj{poubm!qbofmt!jo!3.gppu! xjef!usfodift/!!U'K!Qbofmt!sfdpnnfoet!uibu!ipsj{poubm!qbofmt!cf!vtfe!jo!gjmm!tztufnt!vomftt! bwbjmbcmf!tqbdf!sfrvjsft!uif!vtf!pg!wfsujdbm!qbofmt!up!sftj{f!uif!gjmm!qbe/!!! ! U'K!Qbofmt!sfdpnnfoet!wfsujdbm!qbofmt!cf!jotubmmfe!jo!3.gppu!xjef!usfodift!mpdbufe!9!gppu!po.dfoufs! xifo!tvjubcmf!bsfb!fyjtut/!!Eftjhojoh!b!QQCQT!tztufn!vujmj{joh!3.gppu!xjef!usfodift!mpdbufe!7!gppu! po!dfoufs!jt!bqqmjdbcmf!only xifo!vtjoh!qbofmt!bt!uif!jojujbm!tztufn!boe!uif!sfqbjs!tztufn-!or!xifo! sfqbjsjoh!b!gbjmjoh!mpu!xjui!mjnjufe!bsfb/!!Uijt!gbmmt!jo!mjof!xjui!pvs!cftu!fohjoffsjoh!qsbdujdf!pg!vtjoh! 9!gppu!po!dfoufs!tqbdjoh!xifo!qpttjcmf!xifo!jotubmmjoh!jo!3!gppu!xjef!usfodift/!!Uijt!svmft!pvu!b! mbshfs!tztufn!cfjoh!qvu!jo!qmbdf!boe!sfrvjsjoh!uif!sfqbjs!gjfme!up!vujmj{f!qbofm!cmpdlt!xjui!7!gppu!po! dfoufs!tqbdjoh!voofdfttbsjmz/!!! ! tqfdjgjdbujpot/!! .!4!.!! !! !! T&J Panel Sizing in Trench Formation !! U'K!Qbofm!tj{joh!dbo!cf!dbmdvmbufe!cz!nvmujqmzjoh!uif!ojusjgjdbujpo!bsfb!ps!mjofbs!gppubhf!sfrvjsfe!gps! b!tuboebse!dpowfoujpobm!tztufn!cz!1/6/!!! ! Gps!fybnqmf;!! ! B!uisff.cfesppn!ipvtf!xjui!b!1/5!hqe!bqqmjdbujpo!sbuf/!!)Uif!gjstu!uisff!tufqt!bsf!uif!tbnf!bt!gps!uif! dpowfoujpobm!tztufn/*!! !! 2* 231!hbmmpot!qfs!cfesppn!Y!4!cfesppnt!>!471!hbmmpot!qfs!ebz!eftjho!gmpx!sbuf/!! !! 3* :11!tr/!gu/!pg!dpowfoujpobm!usfodi!cpuupn/!! !! 4* :11!tr/!gu/!0!4!gu/!xjef!usfodi!>!411!mjofbs!gffu!pg!dpowfoujpobm!tztufn/!! !! Uijt!dpowfoujpobm!mbzpvu!sfrvjsft!3511!tr/!gu/!pg!bsfb!po!uif!mpu!xjui!bopuifs!frvbm!bsfb!pg!sfqbjs! tqbdf!gps!b!upubm!pg!5911!tr/!gu/!pg!tvjubcmf!vtbcmf!bsfb/!!Up!dbmdvmbuf!uif!tj{f!pg!uif!U'K!Qbofm! tztufn-!uif!bcpwf!dbmdvmbujpot!nvtu!cf!nbef!xjui!bo!beejujpobm!gpvsui!tufq/! 5* 411!mjofbs!gffu!pg!dpowfoujpobm!tztufn!Y!1/6!gps!b!ipsj{poubmmz!ps!wfsujdbmmz!jotubmmfe! 27jodi!qbofm!cmpdl!tztufn!>!261!mjofbs!gffu!pg!U'K!Qbofm!Tztufn/!! B!qbofm!cmpdl!tztufn!sfrvjsft!pomz!b!:86!tr/!gu/!bsfb!po!uif!mpu!gps!uif!tztufn!xjui!bo!frvbm!bsfb!gps! sfqbjs-!b!upubm!pg!2-:61!tr/!gu/!!Xjui!uif!qbofm!cmpdl!tztufn-!uif!jotubmmbujpo!boe!sfqbjs!dbo!hp!joup!uif! tbnf!bsfb!bt!uif!jojujbm!bsfb!sfrvjsfe!gps!b!dpowfoujpobm!hsbwfm!usfodi!tztufn/!! ! T&J Panel Bed System Sizing ! B!uisff.cfesppn!ipvtf!xjui!b!1/5!hqe!bqqmjdbujpo!sbuf/!!)Uif!gjstu!uisff!tufqt!bsf!uif!tbnf!bt!gps!uif! dpowfoujpobm!tztufn/*!! !! 2* 231!hbmmpot!qfs!cfesppn!Y!4!cfesppnt!>!471!hbmmpot!qfs!ebz!eftjho!gmpx!sbuf/!! !! 3* :11!tr/!gu/!pg!dpowfoujpobm!usfodi!cpuupn/!! !! 4* :11!tr/!gu/!y!2/6!>!2-461!tr/!gu!pg!dpowfoujpobm!cfe!bsfb!offefe! ! 5* 2-461!tr/!gu!y!1/6!>!786!tr/!gu!pg!U'K!Qbofm!cfe!bsfb!offefe!! ! ! U'K!Qbofm!cfet!bsf!fydbwbufe!jo!4.gppu!jodsfnfout!vq!up!b!nbyjnvn!cfe!xjeui!pg!35!gffu/!!Ojusjgjdbujpo! mjoft!bsf!qmbdfe!4!gppu!po!dfoufs!boe!2/6!gffu!gspn!uif!cfe!tjefxbmmt/!!Cfe!tztufnt!xjmm!sfrvjsf!b!hsfbufs! ovncfs!pg!qbofmt!uibo!b!uzqjdbm!usfodi!mbzpvu/!!Uijt!fotvsft!qspqfs!ejtusjcvujpo!bmpoh!xjui!beefe!tupsbhf! boe!usfbunfou!dbqbcjmjujft/!!Cfe!tztufnt!dbo!cf!dpotjefsfe!xifo!efbmjoh!xjui!mput!uibu!bsf!mjnjufe!cz! tqbdf-!upqphsbqiz-!ps!puifs!tjuf.qmboojoh!dpotjefsbujpot/!!Gps!b!dpnqmfuf!hvjef!up!uif!eftjho-!jotubmmbujpo-! boe!jotqfdujpo!qspdftt!gps!b!U'K!Qbofm!Cfe!Tztufn-!qmfbtf!sfgfs!up!pvs!U'K!Qbofm!Cfe!Eftjho!'! Jotubmmbujpo!Nbovbm!gpvoe!po!pvs!xfctjuf!bu!ukqbofm/dpn/!!!! .!5!.!! !! !! ! !! Window Effect !! Up!qsfwfou!izesbvmjd!pwfsmpbe!jo!uif!tpjm-!bfsjbm!tqbdf!tipvme!bmxbzt!cf!b!dpotjefsbujpo!gps!boz! tztufn/!!Uijt!dpoejujpo!jt!ftqfdjbmmz!opubcmf!xjui!qbofm!cmpdl!tztufnt-!bt!xjui!boz!tztufn!uibu! sfevdft!uif!tj{f!pg!uif!bfsjbm!bsfb!esbjo!gjfme/!!Uif!gpmmpxjoh!jt!b!tjnqmjtujd!fybnqmf!pg!uijt!dpodfqu;!! !!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !! !!!!!!!!!!!!NPTU!EFTJSBCMF!!!!!!!!!!!!!!!!!!!!!!MFTT!EFTJSBCMF!! !! Xijmf!cpui!tztufnt!ibwf!uif!tbnf!mjofbs!gppubhf!pg!usfodi-!uif!tfdpoe!ejbhsbn!jt!b!mftt!eftjsbcmf! eftjho/!!Uif!fggmvfou!nvtu!qbtt!uispvhi!uif!bsfb!B. fwfo!b!gbjmvsf!cfdbvtf!pg!izesbvmjd!pwfsmpbejoh/!! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! .!6!.!! !! !! Distribution !! Xifo!bjnjoh!up!eftjho!uif!nptu!pqujnbm!tztufn!gps!b!hjwfo!tjuf-!nboz!wbsjbcmft!nvtu!cf!ublfo! joup!dpotjefsbujpo/!!Ejtusjcvujpo!nfuipet!dbo!wbsz!efqfoejoh!po!tjuf!mjnjubujpot/!!Uif!gpmmpxjoh! tfdujpot!qspwjef!wbsjpvt!xbzt!up!ejtusjcvuf!fggmvfou!xifo!qsftfoufe!xjui!ejggfsjoh!tjuf!dpoejujpot/!! ! I. Gravity Flow ! !!! A. Parallel Distribution Jg!befrvbuf!gbmm!up!uif!qspqptfe!esbjogjfme!mpdbujpo!jt!qsftfou!boe!mjof!mfohuit!bsf!frvbm!ps! ibwf!b!wbsjbodf!mftt!uibo!21!qfsdfou-!qbsbmmfm!ejtusjcvujpo!vujmj{joh!b!ejtusjcvujpo!cpy!nbz! cf!eftjsbcmf/!!Qbsbmmfm!ejtusjcvujpo!njhiu!bmtp!cf!bo!pqujpo!xifo!mpoh!mjoft!dbo!cf!nvmuj. gfe!up!qspevdf!tnbmmfs!mjoft!uibu!bdijfwf!mftt!uibo!b!21!qfsdfou!wbsjbodf!xjui!sftqfdu!up! puifs!mjoft/!!Jg!tipsufs!mjoft!dbo!cf!tfsjbm!mjolfe!uphfuifs!)dpoofdufe!foe!up!foe*!up!gpsn!b! mpohfs!mjof!uibu!bdijfwft!b!tjnjmbs!mpx!wbsjbodf-!qbsbmmfm!ejtusjcvujpo!njhiu!tujmm!cf!bo! bqqmjdbcmf!eftjho/!!! ! B. !Serial Distribution Xifo!wbsjbodf!jo!mjof!mfohuit!fydffet!21!qfsdfou!boe!befrvbuf!gbmm!up!uif!esbjogjfme! fyjtut-!hsbwjuz.gfe!tfsjbm!ejtusjcvujpo!dbo!cf!vujmj{fe-!ftqfdjbmmz!jg!qvnq!ubolt!bsf!opu! eftjsfe!gps!dptu!fggjdjfodz!ps!mbdl!pg!bwbjmbcmf!tqbdf/!!Po!tjuft!xifsf!jotubmmjoh!tfqfsbuf! tvqqmz!mjoft!up!fbdi!ojusjgjdbujpo!mjof!xpvme!qspwf!qspcmfnbujd-!tfsjbm!ejtusjcvujpo!njhiu! bmtp!cf!b!cfuufs!pqujpo/!!Tfsjbm!ejtusjcvujpo!nbz!cf!eftjhofe!jo!uxp!ejggfsfou!xbzt/! 2/ Drop Boxes!!Qmbdjoh!espq!cpyft!bu!fbdi!mjof!)fydfqu!uif!mbtu!mjof*!jt!pof!gpsn!pg! tfsjbm!ejtusjcvujpo/!!Espq!cpyft!bsf!ifmqgvm!xifo!pctubdmft!cfuxffo!mjoft!fyjtu!uibu! qsfwfou!dpoofdujoh!uifn!foe!up!foe/!!Uifz!bsf!bmtp!cfofgjdjbm!xifo!dpoofdujoh!foet! pg!mjoft!bsf!gbs!bqbsu!boe!xpvme!sfrvjsf!mfohuiz!tvqqmz!mjoft/!!Espq!cpyft!bsf!bmtp! vtfgvm!po!tuffq!tmpqft!jo!psefs!up!dpncbu!uif!fggfdut!pg!hsbwjuz!po!fggmvfou/! 3/ True Serial!)Foe!up!Foe*!!Dpoofdujoh!mjoft!foe!up!foe!jo!b!toblf.mjlf!gbtijpo!jt! bopuifs!gpsn!pg!tfsjbm!ejtusjcvujpo/!!Xifo!dpoofdujoh!mjoft!uphfuifs-!op!uvsovq!ps! ebn!tipvme!cf!vtfe/!!Uif!qjqf!fyjujoh!uif!mbtu!qbofm!jo!uif!vqtmpqf!mjof!tipvme!cf! mfwfm!boe!uifo!uvsofe!vtjoh!b!qspqfs!gjuujoh!upxbset!uif!ofyu!ojusjgjdbujpo!mjof/!!Bgufs! nbljoh!uif!ofdfttbsz!uvso-!uif!tvqqmz!mjof!tipvme!ibwf!befrvbuf!gbmm!up!uif!ofyu! ojusjgjdbujpo!mjof/!!Usvf!tfsjbm!ejtusjcvujpo!dbo!cf!b!cfofgjdjbm!tztufn!eftjho!jo!uibu! fggmvfou!xjmm!npwf!epxomjof!cfgpsf!qbofmt!bsf!dpnqmfufmz!gjmmfe!xjui!fggmvfou-! bmmpxjoh!gsffcpbse!jo!uif!upq!qpsujpo!pg!uif!qbofmt!gps!pyzhfo!dpoufou/! ! II. Pressure Dosing Qsfttvsf!eptjoh!)j/f/-!vujmj{joh!b!qvnq!ubol*!dbo!cf!jodpsqpsbufe!joup!eftjhot!xifo!boz!pg!uif! gpmmpxjoh!dsjufsjb!fyjtu!po!b!hjwfo!tjuf;! ! Befrvbuf!gbmm!dboopu!cf!bdijfwfe!gspn!uif!tfqujd!ubol!up!uif!esbjogjfme! .!7!.!! !! !! Wbsjbodf!jo!mjof!mfohuit!fydffet!21!qfsdfou!boe!tfsjbm!ejtusjcvujpo!jt!opu!eftjsfe! Mjof!mfohuit!jo!qbsbmmfm!ejtusjcvujpo!fydffe!78!gffu!gspn!uif!qpjou!pg!jouspevdujpo!boe!bsf! vobcmf!up!cf!dfoufs.gfe!ps!nvmuj.gfe! ! Qsfttvsf!eptjoh!dbo!jowpmwf!tfwfsbm!ejggfsfou!ejtusjcvujpo!efwjdft!boe!nfuipet!tvdi!bt!qvnqjoh! up!b!qsfttvsf!nbojgpme-!qvnqjoh!up!b!ejtusjcvujpo!cpy-!ps!vtjoh!mpx!qsfttvsf!qjqf!ejtusjcvujpo/!!! ! A. Pressure Manifold Qvnqjoh!up!b!qsfttvsf!nbojgpme!jt!b!dpnnpo!nfuipe!pg!ejtusjcvujpo!xifo!qvnq!ubolt!bsf! offefe/!!Qsfttvsf!nbojgpmet!bmmpx!gps!npsf!dpouspm!xifo!uszjoh!up!bdijfwf!b!eftjsfe!gmpx!up! joejwjevbm!ojusjgjdbujpo!mjoft/!!Vtjoh!ejggfsfou!ubq!tj{ft!gps!wbszjoh!mjof!mfohuit!dbo!ifmq!up! njojnj{f!gmpx!wbsjbodf!boe!nbz!ifmq!up!bwpje!uif!vtf!pg!mpx.qsfttvsf!ejtusjcvujpo/!!Bt!xjui! hsbwjuz!gmpx-!mjoft!dbo!cf!mjolfe!uphfuifs!wjb!tfsjbm!gffe!up!fttfoujbmmz!gpsn!mpohfs!mjoft/!!Jo! tpnf!jotubodft-!uijt!dbo!qspwjef!npsf!eftjsbcmf!mjof!mfohuit!boe!ifmq!mjnju!gmpx!wbsjbodf/!! Vtjoh!nvmujqmf!ubqt!up!gffe!b!mpoh!tjohmf!mjof!dbo!bmtp!cf!bewboubhfpvt!jo!dsfbujoh!b!npsf! fggjdjfou!pwfsbmm!eftjho/!!! ! B. Distribution Box ! Xifo!ofbsmz!frvbm!mjof!mfohuit!dbo!cf!eftjhofe-!qvnqjoh!up!b!ejtusjcvujpo!cpy!nbz!cf!b! vtfgvm!pqujpo/!!U'K!Qbofmt!sfdpnnfoet!uibu!b!tfdpoe!ejtusjcvujpo!cpy!cf!qmbdfe!jo!tfsjft! xjui!uif!gjstu!ejtusjcvujpo!cpy/!!Uif!gjstu!ejtusjcvujpo!cpy!xpvme!bdu!bt!b!tqmbti!cpy-!ifmqjoh!up! efqmfuf!tpnf!pg!uif!fofshz!pg!uif!qvnqfe!fggmvfou/!!Uijt!bmmpxt!uif!fggmvfou!up!uifo!cf!npsf! frvbmmz!gfe!up!uif!ojusjgjdbujpo!mjoft!gspn!uif!tfdpoe!ejtusjcvujpo!cpy/!!Fggmvfou!dbo!uifo!cf! gfe!wjb!qbsbmmfm!ejtusjcvujpo!)xifo!wbsjbodf!jo!mjof!mfohuit!jt!mpx*!ps!tfsjbm!gfe/! ! C. Low-Pressure Distribution Mpx.qsfttvsf!ejtusjcvujpo!nbz!cf!eftjsbcmf!xifo!mpoh!mjof!mfohuit!)pwfs!96!gffu*!dbo!pomz!cf! gfe!gspn!pof!foe!evf!up!mjnjujoh!tjuf!dpoejujpot!ps!b!nvmujuvef!pg!ejggfsjoh!mjof!mfohuit!fyjtu! uibu!bsf!ejggjdvmu!up!pwfsdpnf!vtjoh!wbszjoh!tj{f!ubqt/!!! ! ! ! ! ! !Boz!rvftujpot!sfhbsejoh!uif!pqujnbm!ejtusjcvujpo!nfuipe!gps!zpvs!tztufn!eftjho-!qmfbtf!dpoubdu!pvs! pggjdf/! .!8!.!! !! !! Calculating Panels per Trench Up!dbmdvmbuf!uif!ovncfs!pg!qbofmt!offefe!gps!b!hjwfo!ojusjgjdbujpo!mjof!mfohui-!uif!gpsnvmb!jt!!! Numberof Panels>!MG)mjofbs!gffu*y!23063/!!Jg!uif!sftvmu!jt!b!efdjnbm!pg!/5!ps!mpxfs-!spvoe! epxo!up!uif!ofbsftu!qbofm!)qbofm!tqbdjoh!nbz!cf!tmjhiumz!dmptfs!uibo!7!jodift!up!gju!uif!mjof! mfohui*/!!Jg!uif!sftvmu!jt!b!efdjnbm!pg!/6!ps!ijhifs-!spvoe!vq!)qbofm!tqbdjoh!nbz!cf!tmjhiumz!gvsuifs! uibo!7!jodift!up!gju!uif!mjof!mfohui*/!!Up!dbmdvmbuf!uif!ovncfs!pg!qbofmt!offefe!gps!b!61.gppu!mjof-! 711 uif!tqbdf!cfuxffo!uif!qbofmt!jo!uif!usfodi/!!722/6!qbofmt<!uifsfgpsf-!uif!61.gppu!mjof! xpvme!dbmm!gps!23!qbofmt/!!Jefbmmz-!uif!tj{joh!pg!uif!mjoft!tipvme!cf!bt!frvbm!bt!qpttjcmf!xjui!bt! dmptf!up!uif!tbnf!ovncfs!pg!qbofmt!jo!fbdi!usfodi!bt!jt!qsbdujdbm/!!! !! Backfill Cbdlgjmm!tboe!tibmm!cf!b!dmfbo-!tdsffofe-!nfejvn.hsbef!tboe!uibu!jt!obuvsbmmz.pddvssjoh/!! Bddfqubcmf!tboet!bsf!tboet!uibu!bsf!tvjubcmf!gps!uif!qspevdujpo!pg!sfbez.njy!dpodsfuf!boe!dmfbo! pg!pshbojd!efcsjt!boe!tupof/!!Jo!usvf!Hspvq!J!tpjmt-!qbofmt!dbo!cf!jotubmmfe!ejsfdumz!po!uif!usfodi! cpuupn!)xifo!tpjm!efqui!jt!mjnjufe*/!!Beejujpobm!cbdlgjmm!tboe!vtfe!evsjoh!jotubmmbujpo!tipvme! nffu!hsbef!boe!tqfdt!mjtufe!cfmpx/!!Tboet!esfehfe!gspn!sjwfst!boe!dsfflt!dbo!cf!vtfe-!jg! hsbebujpo!jt!tvggjdjfou!up!cf!cmfoefe!joup!sfbez.njy!dpodsfuf!qspevdujpo/!!Qspevdu!eftdsjqujpo! jodmveft-!cvu!jt!opu!mjnjufe!up;!Dpodsfuf!Tboe-!OD.3T!Tboe-!BTUN!D.44!Tboe-!GB.21!Tboe!boe! rvftujpot/!! ! S.A.P. Tboe!Bmufsobujwf!Qspevdu;!jt!uif!hfpufyujmf!gbcsjd!jotjef!fbdi!qbofm!gps!rvbmjuz!dpouspm! boe!epxomjof!boe!ipsj{poubm!ejtusjcvujpo/!)uijt!ublft!uif!qmbdf!pg!nfejvn!cmbtujoh!tboe*! ! Foam Sealant / Tar Seals Uif!esbxjoht!cfmpx!jmmvtusbuf!uif!pvufs!boe!joofs!tfbm/!!Opuf!uibu!xijmf!uif!pvufs!tfbm!jt!b! dpnqmfuf!tfbm-!uif!joofs!tfbm!jt!pomz!vq!up!uif!upq!pg!uif!dpoofdujoh!qjqf/!!Uijt!jt!up!bmmpx!gps! pwfs!gmpx!pg!uif!fggmvfou!joup!uif!tboe!bu!qfbl!vtf/!Uiftf!tfbmt!dbo!cf!jotqfdufe!cz!mjgujoh!uif! dbqt!bu!uif!foet!pg!uif!qbofmt!xijmf!jotqfdujoh!uif!tztufn!jotubmmbujpo/!!U'K!bqqspwfe!gpbn! tfbmfs!ps!ubs!tfbm!spqf!nvtu!cf!vtfe!up!dpotusvdu!uiftf!tfbmt/!!Dbsf!tipvme!cf!vtfe!opu!up!hmvf!uif! dbqt!epxo!xjui!uif!vtf!pg!gpbn!tfbmfs/!!Xifo!vtjoh!gpbn!tfbmfs-!tqfdjbm!dbsf!tipvme!cf!vtfe!po! uif!joofs!tfbmt!pg!uif!qbofm!opu!up!pwfs!gjmm!ps!voefs!gjmm!uijt!tfbm/!!Uif!inner!tfbm-!jg!tfbmfe!pgg! dpnqmfufmz-!xjmm!sftusjdu!uif!pwfsgmpx!sftfswpjs/!! Inner Seal !! Vertical Installation !!!!!!!!!!!!!!!!!!!!!!! Joofs!Tfbm!!! ! Hori!zontal Installation! ! !! ! ! Pvufs!Tfbm!!! Joofs!Tfbmt! Outer Seal ! ! Pvufs!Tfbmt! ! !!!! !.!9!.!!! !! !! Preparation for Installation !! The Panel Block System !! Hfofsbmmz-!po!mfwfm!pqfo!mboe-!b!qbofm!cmpdl!tztufn!dbo!cf!jotubmmfe!jo!bcpvu!uif!tbnf!bnpvou!pg! ujnf!bt!b!dpowfoujpobm!tztufn<!ipxfwfs-!usbejujpobmmz-!qbofm!cmpdl!tztufnt!ibwf!cffo!jotubmmfe! xifsf!tqbdf!boe!upqphsbqiz!ibwf!sftusjdufe!uif!vtf!pg!b!dpowfoujpobm!tztufn/!!Gps!uijt!sfbtpo-! qbofm!cmpdl!tztufn!jotubmmbujpot!uzqjdbmmz!sfrvjsf!npsf!ujnf/!Nboz!jotubmmfst!fokpz!uif!dibohf!pg! xpsljoh!xjui!qbofmt-!opu!iboemjoh!hsbwfm-!boe!uif!tbujtgbdujpo!pg!lopxjoh!b!cfuufs!rvbmjuz-!mpoh. mbtujoh!tztufn!ibt!cffo!jotubmmfe/!! ! Ordering Materials !! U'K!Qbofm!qbsuofst!xjui!tvqqmjfst!up!fotvsf!qbofm!cmpdl!tztufnt!bsf!bwbjmbcmf!tubufxjef/!!Qmfbtf! cf!tvsf!up!mfu!zpvs!tvqqmjfs!lopx!xibu!jotubmmbujpo!nfuipe!zpv!bsf!vujmj{joh-!bt!uijt!xjmm!bggfdu!uif! bnpvou!pg!nbufsjbmt!offefe!gps!uif!tztufn/!!Gps!jogpsnbujpo!po!uif!ejtusjcvups!mpdbufe!dmptftu!up! zpv-!dbmm!704-924-8600!ps!fnbjm!info@tjpanel.com/!! ! Installation Tips !! Jotubmmbujpo!gps!nvmujqmf!mjof!tztufnt!tipvme!cfhjo!jo!uif!nptu!dpogjojoh!bsfb!boe!cf!xpslfe!up! uif!npsf!pqfo!bsfbt/!!!!! !!!!!!! !! !! Bcpwf!jt!bo!fybnqmf!pg!b!nvmujqmf!mjof!jotubmmbujpo/!!Bt!zpv!dbo!tff-!uif!jotubmmbujpo!tipvme!cfhjo! xjui!uif!mjof!nbslfe!2!boe!qspdffe!up!3-!4!uifo!5/!!Uijt!qspdfevsf!xjmm!hsfbumz!fbtf!nbufsjbm! iboemjoh!boe!cbdlgjmmjoh/!!)Opuf-!tfdujpot!pg!uif!esbjo!mjoft!tipvme!cf!mfgu!vodpwfsfe!up!bmmpx!gps! jotqfdujpo!pg!mjoft!xifo!bsfb!jt!dpogjofe!boe!sfuvso!bddftt!up!mjoft!jt!mjnjufe/*!! !! !! Most Panel Systems are currently used due to space considerations and caution should be taken to preserve suitable soil structure and site conditions. ! !! !! !.!:!.!!! !! Cfmpx!bsf!uxp!fybnqmft!pg!esbjo!mjoft!po!tmpqjoh!mput/!!Uif!tfdpoe!esbxjoh!tipxt!uif!esbjo!mjof! hpjoh!uispvhi!b!tmpqf!nbljoh!uif!dfoufs!pg!uif!mjof!effqfs!jo!uif!hspvoe-!sftvmujoh!jo!bo! voeftjsbcmf!tjuvbujpo/!!Uif!gjstu!esbxjoh!tipxt!uif!esbjo!mjof!hpjoh!bspvoe!uif!tmpqf!)po!dpoupvs*! lffqjoh!uif!usfodi!efqui!boe!dpwfs!vojgpsn!gps!uif!foujsf!mfohui!pg!uif!mjof/!!Po!tmpqft-!dbsf! tipvme!cf!hjwfo!up!bwpje!dvuujoh!bxbz!wbmvbcmf!upqtpjm!jo!bo!fggpsu!up!nblf!tusbjhiu!mjoft/!!Uif! qbofm!mjof!tipvme!cf!jotubmmfe!po!hsbef!xjui!uif!dpoupvs!pg!uif!obuvsbm!tmpqf/!!Qbofm!mjoft!dbo!cf! dvswfe!up!bmnptu!boz!efhsff/!!! !! !!!!! Trench Preparation !! Usfodi!hsbef!tipvme!cf!ftubcmjtife!tp!uibu!cbdlgjmm!dpwfs!xjmm!cf!gpvs!up!tjy!jodift!pwfs!uif!upqt! pg!uif!qbofmt/!!)Opuf-!po!tfwfsf!tmpqft-!tztufn!efqui!tipvme!cf!bekvtufe!up!qspufdu!bhbjotu! csfblpvu!pg!fggmvfou/*!!Jo!tibmmpx!tpjm!dpoejujpot-!qbofm!cmpdlt!nbz!cf!jotubmmfe!bu!hsbef!boe! sfrvjsf!7!jodift!pg!upqtpjm!tvjufe!gps!wfhfubujwf!hspxui!cf!cspvhiu!jo/!!Jo!tpjmt!dpoubjojoh!dmbz!bt! uif!lfz!njofsbmphz-!uif!usfodi!tjef!xbmmt!tipvme!cf!sblfe!up!csjoh!tmjdlfe!pwfs!bsfbt!cbdl!bt! ofbs!up!psjhjobm!tusvduvsf!bt!qpttjcmf/!!B!mjhiu!evtujoh!pg!mjnf!po!uif!tjefxbmmt!xjmm!ifmq!sftupsf! uif!tpjmt!cbdl!up!uifjs!psjhjobm!tusvduvsf/!! ! *** Please Let Your Distributor Know If You Need Vertical or Horizontal Panels*** )Uijt!xjmm!dibohf!uif!bnpvou!pg!nbufsjbmt!offefe!up!dpnqmfuf!zpvs!kpc*! ! Materials Needed for Vertical Installation ! Pof!dbo!pg!Gpbn!Tfbmfs!qfs!gjwf!qbofmt!ps!4gu!pg!ibmg!jodi!ubs!tfbm!spqf!qfs!qbofm! Uxp!gffu!pg!3.jodi!TDI!51!qjqf!qfs!qbofm!)vomftt!mpx!qsfttvsf!ejtusjcvujpo!jt!vtfe*/!!Gps! mpx!qsfttvsf!tztufnt-!vtf!uif!tbnf!mjofbs!gffu!bt!mjof!mbzpvu!pg!2!½!ps!2!¾!jodi!qjqf/!! Beejujpobm!qjqf!jt!offefe!gps!bmm!tvqqmz!mjoft/! Tbnf!mjofbs!gffu!pg!2y5!ps!2y7!cpbset!bt!upubm!mjof!mfohui!pg!tztufn!up!cf!jotubmmfe! Cbh!pg!qpxefs!mjnf!xifo!jo!dmbz!tpjm! ! Materials Needed for Horizontal Installation !!! Uisff!dbot!pg!Gpbn!Tfbmfs!qfs!ufo!qbofmt!ps!gjwf!gffu!pg!ibmg!jodi!ubs!tfbm!spqf!qfs!qbofm! Uxp!qjfdft!pg!uxp!gppu!mpoh!2!¾!jodi!TDI!51!qjqf!qfs!qbofm!)vomftt!mpx!qsfttvsf! ejtusjcvujpo!jt!vtfe*/!!Gps!mpx!qsfttvsf!tztufnt-!vtf!uif!tbnf!mjofbs!gffu!bt!mjof!mbzpvu!pg! 2!½!ps!2!¾!jodi!qjqf/!!Beejujpobm!qjqf!jt!offefe!gps!bmm!tvqqmz!mjoft/! Tbnf!mjofbs!gffu!pg!2y7!cpbset!bt!upubm!mjof!mfohui!pg!tztufn!up!cf!jotubmmfe! Cbh!pg!qpxefs!mjnf!xifo!jo!dmbz!tpjm! !.!21!.!!! !! T&J Panels Jobsite Worksheet Ipnfpxofs0Kpc!Obnf;!```````````````````````````!Dpvouz;! ````````````!Beesftt;! ```````````````````````````````````````````````````````````!! Tztufn!Eftdsjqujpo!)Ejtusjcvujpo!uzqf-!upubm!mjoft-!mjof!mfohuit-!fud/*;!! ``````````````````````````````````````````````````````````````````! ``````````````````````````````````````````````````````````````````! MATERIALS!CHECKLIST:!! ```````!Wfsujdbm!U'K!Qbofmt!)Dbqt!jodmvefe*! !! ```````!Ipsj{poubm!U'K!Qbofmt!)Dbqt!jodmvefe*! !! AVAILABLE FOR ! ```````!Gpbn!Tfbmfs!)bnpvou!wbsjft!cbtfe!po!jotubmmbujpo!nfuipe*! !!PURCHASE FROM T&J ! ! PANEL.! ```````!Qpxefsfe!Mjnf! !!!! ```````!Fousz!U!)qfs!mjof-!Ipsj{poubm!Jotubmmbujpo!POMZ*! !! !! ! ! ! ```````!Gjuujoht!gps!Qjqf!! ```````!Cbdlgjmm!Tboe!)Dmfbo-!Tdsffofe-!Obuvsbmmz.Pddvssjoh-!Dpodsfuf!Tboe-!ps!BTUN.D44-!OD.3T-!! GB.! !Cf!tvsf!up!vtf!uif!dpssfdu!cbdlgjmm!tboe!nbufsjbm/!!Dpoubdu!pvs!pggjdft!gps!cbdlgjmm!tboe!tpvsdft!ps!xjui! boz!rvftujpot!sfhbsejoh!cbdlgjmm!tboe!nbufsjbm/!! ```````!2y5!ps!2y7!Cpbse!)Epft!opu!offe!up!cf!usfbufe*!! ADDITIONAL PRODUCTS THAT MAY BE NEEDED FOR COMPLETITION: ! ```````!Tfqujd!Ubol!``````````!Hbmmpo!! ```````!Qvnq!Ubol!``````````!Hbmmpo!! ! ```````!Ejtusjcvujpo!Cpy!! ```````!Nbojgpme!`````````!Ubqt!`````````!Tj{f!! ```````!Jotubmm!Usbjojoh!! ```````!Ubs!Tfbm!Spqf!)6gu/!qfs!qbofm*!! !! !.!22!.!!! !! ! Installation Process Vertical Trench Installation ! 2/ Tubsu!cz!tippujoh!hsbef!boe!nbsljoh!dpoupvs!pg!uif!mpu! 3/ Vtjoh!uif!mpxftu!ps!tibmmpxftu!hsbef!po!dpoupvs-!bee!uif!tqfdjgjfe!usfodi!efqui!! 4/ Ejh!uif!usfodi!bu!uif!fmfwbujpo!efsjwfe-!difdljoh!hsbef!gsfrvfoumz/! 5/ Usfodift!tipvme!cf!uxp!gffu!xjef!boe!uzqjdbmmz!9!gppu!po.dfoufs/!!! )Tff!Qbhf!4!dpodfsojoh!7!gppu!po.dfoufs!tqbdjoh*! 6/ Jg!tnfbsjoh!pg!uif!tjef!xbmmt!jt!qsftfou!)bt!jt!uif!dbtf!jo!nptu!dmbz!epnjobou!njofsbmphz*-!uif! tjef!xbmmt!bggfdufe!tipvme!cf!sblfe!up!csjoh!uifn!cbdl!up!psjhjobm!tusvduvsf/! 7/ Qmbdf!b!7.jodi!mbzfs!pg!bqqspqsjbuf!cbdlgjmm!tboe!)obuvsbm-!dmfbo-!tdsffofe*!jo!uif!usfodi!boe! mfwfm!up!hsbef/!! 8/ Qmbdf!2y5!ps!2y7!jodi!cpbset!gmbu!epxo!uif!njeemf!pg!uif!usfodi/! 9/ Difdl!uif!hsbef!pg!uif!cpbset!cz!tippujoh!uif!hsbef!pgg!uif!upq!pg!uif!cpbset/! :/ Podf!hsbef!cpbset!ibwf!cffo!tfu-!qbofmt!nbz!cf!tfu!joup!uif!usfodi!po!upq!pg!uif!cpbset!vtjoh! frvjqnfou!boe!b!mjgu!dibjo-!ps!jg!offe!cf!cz!iboe/! 21/ Qbofmt!dbo!cf!qmbdfe!bcpvu!7!jodift!bqbsu/!!Uijt!tqbdjoh!dbo!cf!bekvtufe!up!fotvsf!uif!dpssfdu! ovncfs!pg!qbofmt!dbo!cf!qmbdfe!joup!fbdi!ojusjgjdbujpo!mjof/! 22/ Gpbn!Tfbmfs!ps!ubs!tfbm!spqf!tipvme!cf!qmbdfe!jo!uif!cpuupn!pg!uif!V!pvut!up!gpsn!tfbmt! bspvoe!uif!qjqf!bt!tipxo!jo!fbsmjfs!esbxjoht/! 23/ Podf!uif!Gpbn!Tfbmfs!ps!ubs!tfbm!spqf!jt!jo!qmbdf-!b!35.jodi!tfdujpo!pg!3!jodi!QWD!qjqf!)gps! hsbwjuz!ejtusjcvujpo-!tff!qbhf!24!gps!qsfttvsf!ejtusjcvujpo!jotusvdujpot*!jt!dvu!up!tqbo!gspn!uif! njeemf!upq!dibncfs!pg!uif!gjstu!qbofm!up!uif!njeemf!upq!dibncfs!pg!uif!ofyu!qbofm/! 24/ Vtjoh!gpbn!tfbmfs!ps!ubs!tfbm!spqf-!gpsn!b!dpnqmfuf!tfbm!po!bmm!pvufs!dvupvut/!!Fotvsf!uibu! joofs!tfbmt!bsf!qbsujbm!tfbmt!uibu!ep!opu!fyufoe!pwfs!upq!pg!uif!QWD!qjqf/! 25/ Bgufs!dpnqmfujoh!uif!joofs!boe!pvufs!tfbmt-!qmbdf!b!dbq!cmpdl!po!fbdi!foe!pg!uif!qbofm!up! dpwfs!bmm!pqfojoht/! 26/ Uif!dbq!cmpdl!nbz!tfswf!bt!bo!jotqfdujpo!qpsu!bu!tpnf!mbufs!ebuf/!!! 27/ Vtf!uif!bqqspqsjbuf!cbdlgjmm!tboe!up!cbdlgjmm!vq!up!uif!upq!pg!uif!qbofm!cmpdl/! 28/ Uif!tztufn!jt!opx!sfbez!gps!gjobm!jotqfdujpo/! 29/ Bgufs!gjobm!jotqfdujpo-!b!njojnvn!pg!5.7!jodift!tpjm!dpwfs!jt!up!cf!beefe!pwfs!upq!pg!uif!qbofm! cmpdl!tztufn/!!! ! ! ! !! !.!23!.!!! !! Horizontal Trench Installation ! 2/ Tubsu!cz!tippujoh!hsbef!boe!nbsljoh!dpoupvs!pg!uif!mpu! 3/ Vtjoh!uif!mpxftu!ps!tibmmpxftu!hsbef!po!dpoupvs-!bee!uif!tqfdjgjfe!usfodi!efqui!! 4/ Ejh!uif!usfodi!bu!uif!fmfwbujpo!efsjwfe-!difdljoh!hsbef!gsfrvfoumz/! Uif!sfdpnnfoefe!usfodi!xjeui!gps!ipsj{poubm!qbofmt!jt!uisff!gffu!xjef!boe!tqbdfe!bu!:!gppu! po!dfoufs!vomftt!9!gppu!po.dfoufs!jt!sfrvjsfe!up!nffu!tfucbdlt/!!! )Tff!Qbhf!4!dpodfsojoh!bmufsobujwf!usfodi!xjeui!boe!po.dfoufs!tqbdjoh*! 5/ Jg!tnfbsjoh!pg!uif!tjef!xbmmt!jt!qsftfou!)bt!jt!uif!dbtf!jo!nptu!dmbz!epnjobou!njofsbmphz*-!tjef! xbmmt!fggfdufe!tipvme!cf!sblfe!up!csjoh!uifn!cbdl!up!psjhjobm!tusvduvsf/! 6/ Qmbdf!b!7.jodi!mbzfs!pg!bqqspqsjbuf!cbdlgjmm!tboe!)obuvsbm-!dmfbo-!tdsffofe*!jo!uif!usfodi!boe! mfwfm!up!hsbef/!!Jg!jotubmmjoh!jo!Hspvq!J!tpjm-!uijt!7.jodi!mbzfs!pg!tboe!cfofbui!uif!qbofm!jt! pqujpobm/!!! 7/ Qmbdf!2y7!jodi!cpbset!gmbu!epxo!uif!njeemf!pg!uif!usfodi/! 8/ Difdl!uif!hsbef!pg!uif!cpbset!cz!tippujoh!uif!hsbef!pgg!uif!upq!pg!uif!cpbset/! 9/ Pof!hsbef!cpbset!ibwf!cffo!tfu-!qbofmt!nbz!cf!tfu!joup!uif!usfodi!po!upq!pg!uif!cpbset!vtjoh! frvjqnfou!boe!b!mjgu!dibjo-!ps!jg!offe!cf!cz!iboe/! :/ Qbofmt!dbo!cf!qmbdfe!bcpvu!7!jodift!bqbsu/!!Uijt!tqbdjoh!dbo!cf!bekvtufe!up!fotvsf!uif!dpssfdu! ovncfs!pg!qbofmt!dbo!cf!qmbdfe!joup!fbdi!ojusjgjdbujpo!mjof/! 21/ Bu!uif!cfhjoojoh!pg!fbdi!mjof-!jotubmm!bo!Fousz!U!)gps!hsbwjuz!ejtusjcvujpo*!up!ejwjef!uif!hsbwjuz! gmpx-!bt!dmptf!up!uif!cfhjoojoh!pg!uif!gjstu!qbofm!bt!qpttjcmf/! 22/ Gpbn!Tfbmfs!ps!ubs!tfbm!spqf!tipvme!cf!qmbdfe!jo!uif!cpuupn!pg!uif!V!pvut!up!gpsn!tfbmt! bspvoe!uif!qjqf!bt!tipxo!jo!fbsmjfs!esbxjoht/! 23/ Podf!uif!Gpbn!Tfbmfs!ps!ubs!tfbm!spqf!jt!jo!qmbdf-!b!35.jodi!tfdujpo!pg!2!¾!jodi!QWD!qjqf!)gps! hsbwjuz!ejtusjcvujpo-!tff!qbhf!24!gps!qsfttvsf!ejtusjcvujpo!jotusvdujpot*!jt!dvu!up!tqbo!gspn!uif! njeemf!upq!dibncfs!pg!uif!gjstu!qbofm!up!uif!njeemf!upq!dibncfs!pg!uif!ofyu!qbofm/!!Uxp! qjfdft!pg!qjqf!xjmm!cf!offefe!cfuxffo!fbdi!qbofm/! 24/ Vtjoh!gpbn!tfbmfs!ps!ubs!tfbm!spqf-!gpsn!b!dpnqmfuf!tfbm!po!bmm!pvufs!dvupvut/!!Fotvsf!uibu! joofs!tfbmt!bsf!qbsujbm!tfbmt!uibu!ep!opu!fyufoe!pwfs!upq!pg!uif!QWD!qjqf/! 25/ Bgufs!dpnqmfujoh!uif!joofs!boe!pvufs!tfbmt-!qmbdf!b!dbq!cmpdl!po!fbdi!foe!pg!uif!qbofm!up! dpwfs!bmm!pqfojoht/! 26/ Uif!dbq!cmpdl!nbz!tfswf!bt!bo!jotqfdujpo!qpsu!bu!tpnf!mbufs!ebuf/!!! 27/ Vtf!uif!tbnf!cbdlgjmm!tboe!bt!vtfe!jo!uif!usfodi!cpuupn!up!cbdlgjmm!vq!up!up!uif!upq!pg!uif! qbofm!cmpdl/! 28/ Uif!tztufn!jt!opx!sfbez!gps!gjobm!jotqfdujpo/! 29/ Bgufs!gjobm!jotqfdujpo-!tpjm!dpwfs!jt!up!cf!beefe!pwfs!upq!pg!uif!qbofm!cmpdl!tztufn/!!! ! ! ! The following page provides illustrations of proper installation of vertical and horizontal panels along with all necessary components. ! !.!24!.!!! !! ! !.!25!.!!! !! Pump to Pressure Manifold Gravity Feed !! Xifo!qvnqjoh!up!hsbwjuz!gffe-!uif!wfsujdbm!qbofm!tipvme!cf!eptfe!bu!4/7!hbm!qfs!qbofm!boe!uif! ipsj{poubm!qbofm!tipvme!cf!eptfe!cfuxffo!4/7!hbm!up!8/3!hbm!qfs!qbofm/!!Uif!pvufs!boe!joofs!tfbm! po!uif!gjstu!qbofm!jo!fbdi!mjof!tipvme!cf!b!gvmm!tfbm/!!Uif!nbyjnvn!gmpx!qfs!ubq!po!b!wfsujdbm! qbofm!tipvme!cf!23/6!hqn!boe!28/8!hqn!po!ipsj{poubm!qbofmt/!! !! Low-Pressure Distribution !! Uif!MQ!Qbofm!vtft!ufdiopmphz!tjnjmbs!up!uibu!pg!Mpx!Qsfttvsf!Qjqf!)MQQ*!Tztufnt-!xjui!uif! psjgjdft!ejtdibshjoh!joup!uif!qbofmt/!!Uif!ubcmft!boe!ejtusjcvujpo!eftjho!eftdsjcfe!jo!uif!MQQ! nbovbm-!jo!nptu!sfhbset-!jt!bqqmjdbcmf!up!uif!qsfttvsf!Qbofm!Tztufn/!!Uif!tztufn!tipvme!cf! vtfe!xjui!uxp!up!gpvs!gffu!pg!ifbe/!!Jo!both!ipsj{poubmmz!boe!wfsujdbmmz!jotubmmfe!qsfttvsf!eptfe! qbofm!tztufnt-!wbmwft!tipvme!cf!cbolfe!jo!b!wbmwf!cpy!boe!uvso.vqt!tipvme!cf!ofbumz!dbqqfe-! dpwfsfe!boe!mbcfmfe!gps!gvuvsf!tfswjdf/!!Gpbn!tfbmfs!jt!pomz!offefe!jo!uif!pvufs!dvupvu/!!Qvnq! ubolt!tipvme!cf!dpotusvdufe!bt!tipxo!jo!uif!esbxjoh!po!qbhf!32!up!bmmpx!gps!tfswjdf!boe! sfqbjst/!! ! Vertical Panels with Pressure Distribution !! Xifo!vtjoh!mpx!qsfttvsf!ejtusjcvujpo-!pvs!sfdpnnfoefe!eptjoh!jt!4/7!hbmmpot!qfs!qbofm/!!Cz! eptjoh!fbdi!qbofm!bu!4/7!hbmmpot-!uif!upq!dibncfs!xjmm!ibwf!uif!pqujnbm!sbujp!pg!cpui!fggmvfou!boe! gsffcpbse-!bmmpxjoh!gps!tupsbhf!dbqbdjuz!boe!ijhi!pyzhfo!dpoufou/!Cz!esjmmjoh!pof!ipmf!qfs!qbofm! jo!uif!ejtusjcvujpo!mjof-!uif!upubm!eptf!wpmvnf!dbo!fbtjmz!cf!dbmdvmbufe!cz!nvmujqmzjoh!uif!ovncfs! pg!qbofmt!cz!4/7/!!Bt!bo!fybnqmf-!gps!b!tztufn!xjui!45!qbofmt!boe!jefoujdbm!psjgjdf!tj{ft-!uif!upubm! eptf!wpmvnf!xpvme!cf!233!hbmmpot!)45!Y!4/7!>!233*/!!Tqfdjbm!dbsf!tipvme!cf!ublfo!up!fotvsf!uibu! pomz!pof!ipmf!jt!esjmmfe!qfs!qbofm/!!Uif!gjstu!boe!mbtu!ipmf!pg!fbdi!mjof!tipvme!cf!esjmmfe!bu!7! i!cpuupn*!up!bdu!bt!xffq!ipmft-!ifmqjoh!boz!sftjevbm!fggmvfou!up!ftdbqf!uif! mjof/!!Bmm!ipmft!jo!cfuxffo!tipvme!cf!esjmmfe!bmufsobujoh!gspn!boe!uif! qptjujpot!po!uif!ejtusjcvujpo!qjqf-!xjui!pomz!pof!ipmf!qfs!qbofm/!Jg!uif!ipmf!tj{joh!dibohft!jo!uif! tztufn-!uif!qvnq!dzdmf!jt!tfu!cz!uif!ipmf!uibu!jt!ejtdibshjoh!uif!gbtuftu/!! !!!! Horizontal Panels with Pressure Distribution ! !! Xifo!eptjoh!b!ipsj{poubm!qbofm!xjui!mpx!qsfttvsf!ejtusjcvujpo-!uif!tbnf!jefbt!bqqmz/!!Qbofmt!xjmm! ibwf!pof!psjgjdf!fbdi/!!Gps!dptu!fggfdujwfoftt-!ju!jt!bmmpxbcmf!up!svo!b!tjohmf!ejtusjcvujpo!qjqf!qfs! mjof!sbuifs!uibo!ibwjoh!up!jotubmm!uxp!gps!fbdi!mjof!)pof!jo!fbdi!dibncfs*/!Xf!sfdpnnfoe!uif! ejtusjcvujpo!mjof!cf!jotubmmfe!jo!uif!dibncfs!uibu!jt!nptu!vqijmm/!!Uif!dibncfs!xjuipvu!uif! ejtusjcvujpo!tujmm!tfswft!jut!qvsqptf!pg!tupsbhf!dbqbdjuz!bt!uif!qbofm!cmpdl!nbusjy!bmmpxt!gps! fggmvfou!qfsnfbcjmjuz/!!Uif!dibncfst!xjuipvu!b!ejtusjcvujpo!mjof!nvtu!ibwf!b!gvmm!tfbm!pg!gpbn! tfbmfs!po!uif!pvufs!dvupvu/!!Beejujpobm!nbufsjbmt!nbz!cf!vtfe!up!hjwf!tusvduvsf!up!uif!gpbn!tfbmfs! up!qsfwfou!votubcmf!tfbmt!evsjoh!uif!dvsjoh!qspdftt/!!Bt!xjui!wfsujdbm!qbofmt-!dbmdvmbujoh!upubm! eptf!wpmvnf!gps!b!mpx.qsfttvsf!ipsj{poubm!qbofm!tztufn!dbo!cf!bdijfwfe!cz!nvmujqmzjoh!upubm! ovncfs!pg!qbofmt!cz!4/7!hbmmpot/!!Jg!b!tztufn!ibt!45!qbofmt!boe!bmm!ipmft!bsf!uif!tbnf!tj{f-!zpv! xpvme!nvmujqmz!45!Y!4/7!up!hfu!233!hbmmpot!qfs!eptf!dzdmf/!!uibu!uif!fggmvfou!jt!qvnqfe!joup!uif! joofs!dibncfst!pg!uif!qbofm/!!Jg!uif!ipmf!tj{joh!dibohft!jo!uif!tztufn-!uif!qvnq!dzdmf!jt!tfu!cz! uif!ipmf!uibu!jt!ejtdibshjoh!uif!gbtuftu/ Uif!gjstu!boe!mbtu!ipmf!pg!fbdi!mjof!tipvme!cf!esjmmfe!bu!7! cpuupn*!up!bdu!bt!xffq!ipmft-!ifmqjoh!boz!sftjevbm!fggmvfou!up!ftdbqf!uif! uif!3! !.!26!.!!! !! qptjujpot!po!uif!ejtusjcvujpo!qjqf-!xjui!pomz!pof!ipmf!qfs!qbofm/!!Jg!uif!ipmf!tj{joh!dibohft!jo!uif! tztufn-!uif!qvnq!dzdmf!jt!tfu!cz!uif!ipmf!uibu!jt!ejtdibshjoh!uif!gbtuftu/! Proper Hole Placement in a Low-Pressure Panel Block System Uif!gpmmpxjoh!ejbhsbn!tipxt!ipx!up!fbtjmz!esjmm!psjgjdft!jo!uif!ejtusjcvujpo!mjof!gps!b!U'K!Qbofm! tztufn!vujmj{joh!mpx.qsfttvsf!ejtusjcvujpo/!!! ! ! ! ! ! ! ! Jo!uif!qjduvsf!bcpwf-!xf!tff!uibu!uif!ejtusjcvujpo!mjof!ibt!cffo!svo!uispvhi!uif!gvmm!ovncfs!pg! qbofm!cmpdlt!gps!b!hjwfo!usfodi!mfohui/!!Uif!hpbm!jt!up!esjmm!uif!psjgjdft!dmptf!up!uif!njeemf!pg!uif! qbofm!)34!jodift!gspn!uif!foe!pg!uif!qbofm*/!!Uif!sfe!djsdmft!joejdbuf!uif!jefbm!mpdbujpo!gps!uif! ejtusjcvujpo!psjgjdft/!!Cz!nbsljoh!b!dsptt!xifsf!uif!ejtusjcvujpo!mjof!foufst!uif!gjstu!qbofm!jo!uif! mjof-!ju!jt!fbtz!up!lffq!usbdl!pg!psjfoubujpo!gps!esjmmjoh!ipmft!bu!uif!bqqspqsjbuf!bohmft/!!Uijt!nbsl! xjmm!bmtp!ifmq!hjwf!b!sfgfsfodf!qpjou!bt!up!xifsf!uif!ejtusjcvujpo!qjqf!tipvme!cf!sftfu!up!bgufs!bmm! ipmft!bsf!esjmmfe/!!! ! ! ! ! ! Podf!uif!psjfoubujpo!nbsl!ibt!cffo!nbef-!uif!ejtusjcvujpo!qjqf!dbo!cf!qvmmfe!pvuxbse!kvtu!pwfs! 34!jodift/!!Uijt!bmmpxt!gps!fbdi!psjgjdf!up!cf!esjmmfe!kvtu!jo!gspou!pg!uif!dpssftqpoejoh!qbofm/!! Bgufs!esjmmjoh!bmm!ipmft!bu!uif!qspqfs!bohmft!bt!nfoujpofe!jo!uif!qsfwjpvt!tfdujpo-!uif!ejtusjcvujpo! qjqf!dbo!cf!sfuvsofe!up!jut!qspqfs!mpdbujpo!cz!bmjhojoh!uif!cmvf!dsptt!xjui!uif!gspou!tjef!pg!uif! gjstu!qbofm!cmpdl/!!!!Uif!tbnf!qspdftt!bqqmjft!gps!b!ipsj{poubm!jotubmmbujpo-!xjui!pomz!pof!tjef!pg! qbofm!sfdfjwjoh!uif!ejtusjcvujpo!mjof!bt!tipxo!cfmpx/! ! ! ! ! ! ! !.!27!.!!! !! !! Deep Installation of Panel Block Systems Vujmj{f!uiftf!tqfdjgjdbujpot!gps!wfoujmbujpo!xifo!Usfodi!Cpuupn!exceeds!57.jodift/!!Jo!dfsubjo! tjuvbujpot-!uifsf!bsf!npsf!eftjsbcmf!tpjm!dpoejujpot!effqfs!jo!uif!tpjm!qspgjmf/!!Po!uiftf!tjuft-!Qbofm! Tztufnt!dbo!tujmm!cf!vujmj{fe!xjui!qspqfs!wfoujmbujpo!up!uif!tztufn/!!Bjs!wfout!bsf!vtfe!xjui!Qbofm! Tztufnt!up!bmmpx!uif!dibncfst!xjuijo!uif!Qbofm!up!sfdfjwf!uif!bjs!offefe!gps!usfbunfou/!!Bjs!wfout! tipvme!cf!jotubmmfe!bt!eftjhofe/!!Xifo!wfoujoh!Qbofm!Tztufnt-!wfout!tipvme!cf!qmbdfe!bu!uif! cfhjoojoh!boe!foe!pg!fbdi!mjof/! ! ! Gravity Flow Installation:!Bjs!wfout!tipvme!cf!qmbdfe!bu!uif!cfhjoojoh!boe!foe!pg!fbdi!mjof!up! qspwjef!befrvbuf!pyzhfo!dpoufou/!!Gps!wfsujdbm!qbofmt-!dvu!uif!35.jodi!mpoh-!3.jodi!QWD!qjqf!jo! ibmg-!uifo!sfdpoofdu!xjui!b!3.jodi!:1.Efhsff!TDI!51!Uff/!!Fyufoe!uif!3.jodi!Uff!vq!up!hspvoe! tvsgbdf!up!bmmpx!wfoujmbujpo/!!Gps!ipsj{poubm!qbofmt-!gpmmpx!uif!tbnf!qspdfevsf!po!pof!tjef!pg!uif! qbofm!cmpdl!boe!vujmj{f!2!¾.jodi!QWD/!!Bjs!wfout!tipvme!dpnf!up!ps!kvtu!cfmpx!gjojti!hsbef!boe! ipvtfe!ofbumz!jo!tpnfuijoh!tvdi!bt!bo!jssjhbujpo!cpy0dpwfs!gps!qspufdujpo/!!! 205 Vertical Panel Deep LP Installation (Low Pressure Pipe):!Jotfsu!zpvs!2.jodi!ps!2!¾.jodi! joup!b!3.joofs!dibncfs!pg!b!qbofm!up!uif!ofyu!gps!fbdi! qbofm/!!Bu!uif!cfhjoojoh!boe!foe!pg!fbdi!mjof-!dpoofdu!b!3.jodi!:1!Efhsff!TDI!51!Uff!up!uif! .jodi!Uff!vq!up!hspvoe!tvsgbdf!up! bmmpx!wfoujmbujpo/!!Bjs!wfout!tipvme!dpnf!up!ps!kvtu!cfmpx!gjojti!hsbef!boe!cf!ipvtfe!ofbumz!jo! tpnfuijoh!tvdi!bt!bo!jssjhbujpo!cpy0dpwfs!gps!qspufdujpo/!!! ! ! 3.Jodi!Wfou! ! 3.Jodi!QWD! ! ! 205 2.Jodi!ps! 203 2.Jodi!QWD! ! ! ! Horizontal Panel Deep LP Installation !.!28!.!!! !! Gps!effq!ipsj{poubm!jotubmmbujpot-!wfoujoh!dbo!cf!tvqqmjfe!up!uif!tjef!pg!uif!qbofmt!opu!cfjoh! vujmj{fe!cz!uif!ejtusjcvujpo!mjof/!!3.gppu!tfdujpot!pg!2!¾.jodi!TDI!51!QWD!dbo!cf!vtfe!up!dpoofdu! uif!qbofmt!gspn!joofs!dibncfs!up!joofs!dibncfs/!!Bu!uif!cfhjoojoh!boe!foe!pg!fbdi!mjof!pg! qbofmt-!dpoofdu!b!2!¾.!jodi!TDI!51!ojofuz!boe!fyufoe!uif!wfou!mjoft!up!hspvoe!tvsgbdf!up!bmmpx! gps!wfoujmbujpo/!!Bjs!wfout!tipvme!dpnf!up!ps!kvtu!cfmpx!gjojti!hsbef!boe!ipvtfe!ofbumz!jo! tpnfuijoh!tvdi!bt!bo!jssjhbujpo!cpy0dpwfs!gps!qspufdujpo/!!Uif!ejbhsbn!cfmpx!jmmvtusbuft!uijt! dpogjhvsbujpo/!!! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !.!29!.!!! !! Final Inspection ! !! Uif!gpmmpxjoh!mjtu!bsf!lfz!qpjout!uibu!bo!jotqfdups!tipvme!mppl!gps!xifo!jttvjoh!b!dpnqmfujpo! qfsnju;!! !! 2* Xfsf!qbofmt!jotubmmfe!ipsj{poubmmz!ps!wfsujdbmmz-!bddpsejoh!up!uif!qfsnju@!! 3*!!!Bsf!uif!qspqfs!ovncfs!pg!qbofmt!gps!fbdi!mjof!jotubmmfe@!!! 4* Jt!uif!efqui!pg!uif!qbofmt!xjuijo!hvjefmjoft@!! 5* Bsf!esbjo!mjoft!mfwfm!ps!mftt!uibo!½!jodi!gbmm!jo!ufo!gffu@!! 6* Ibwf!tfbmt!cffo!qspqfsmz!dpotusvdufe@!! 7* Xbt!uif!qspqfs!gpbn!tfbmfs!)HF*!ps!ubs!tfbm!spqf!vtfe!up!dpotusvdu!uif!tfbmt@! 8* Xbt!uif!qspqfs!tboe!vtfe!jo!uif!usfodi!cbdlgjmm@!! Jt!uif!tboe!dmfbo@!)j/f/!gsff!pg!efcsjt-!mbshf!pshbojdt-!mfbwft-!fud/*!! Ibt!uif!tboe!cffo!tdsffofe@!)up!b!nfejvn.hsbef-!opu!upp!gjof-!gsff!pg!mbshf!spdlt*!! Jt!uif!tboe!obuvsbmmz.pddvssjoh@!)j/f/!gspn!b!sjwfs-!dsffl-!tboe!qju-!fud/-!opu! nbovgbduvsfe*!!! 9* Jg!jo!tpjmt!xifsf!dmbz!jt!qsftfou-!xfsf!uif!tjefxbmmt!sblfe!boe!mjnfe@!! !! For Pumped Systems !!! :* Ibwf!qvnq!tj{f-!ifbe!qsfttvsf!boe!eptf!dzdmf!cffo!qspqfsmz!tj{fe!boe!tfu@!! Tfu!eptf!dzdmf!gps!4/7!hbmmpot!qfs!qbofm!xjui!qsfttvsf!ejtusjcvujpo!! Tfu!eptf!dzdmf!bu!4/7!hbmmpot!qfs!wfsujdbm!qbofm!boe!4/7!up!8/3!hbmmpot!qfs!ipsj{poubm! qbofm!xifo!qvnqjoh!up!qsfttvsf!nbojgpme!boe!hsbwjuz!gffejoh/!! !! 21* Sfdpse!gjfme!ebub!po!pqfsbujpot!qfsnju/!! ! !.!2:!.!!! !! ! Design Resources ! Qmfbtf!gffm!gsff!up!dpoubdu!b!nfncfs!pg!U'K!Qbofm!xjui!boz!eftjho-!jotubmmbujpo!ps! nbjoufobodf!rvftujpot!sfmbufe!up!bo!MQ!Qbofm!ps!Qsfttvsf!Nbojgpme!tztufn! Ifsf!zpv!xjmm!gjoe!b!qsfttvsf!ifbe!ubcmf!up!ifmq!jo!gmpx!eftjho!pg!zpvs!MQ!Qbofm! tztufn/!!Uiftf!ovncfst!bsf!b!hvjef!up!ifmq!zpv!jo!tfmfdujoh!uif!sjhiu!gmpx!gps!zpvs! pg!ifbe!qsfttvsf!xpslt!uif!cftu!jo!hjwjoh!b!qvnq!dzdmf!pg!npsf!uibo!6!njovuft!boe! lffqt!uif!tbnf!nbyjnvn!upq!dibncfs!gmpx!mpbe!bt!tjufe!po!uif!qsfwjpvt!qbhf/!! ! Flow Chart of Various Orifices and Pressure Heads!! !! FLOW CHART OF VARIOUS ORIFICES AND HEAD PRESSURES ! Head Orifice Size Pressure 3/8" Ft. 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 1.75 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 .89 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 .99 1.3 1.64 2.03 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 3.19 3.8 .20 .36 .56 .81 1.10 1.44 1.82 2.24 2.72 3.23 3.9 .20 .36 .57 .82 1.11 1.46 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 ! !! !!!! !! !! ! !.!31!.!!! !! Uijt!dibsu!xjmm!bttjtu!zpv!jo!efufsnjojoh!uif!qspqfs!ubq!tj{ft!xifo!zpv!ibwf! up!qvnq!up!b!qsfttvsf!nbojgpme!jo!b!hsbwjuz!tztufn/!! 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 ! !5.62 !10.40 ! 2.2 !7.46 !13.10 ! !5.75 !10.60 ! 2.3 !7.63 !13.40 ! !5.88 !10.90 ! 2.4 !7.79 !13.70 ! !6.00 !11.10 ! 2.5 !7.95 !14.00 ! !6.13 !11.30 ! 2.6 !8.11 !14.20 ! !6.25 !11.50 ! 2.7 !8.26 !14.50 ! !6.37 !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 ! !!!!! 3.2 !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 ! ! ! ! ! ! ! ! ! ! !.!32!.!!! !! Cfmpx!jt!b!dibsu!up!bje!jo!ifbe!tfmfdujpo!evf!up!gsjdujpo!mptt!jo!QWD!qjqf/!!Jo!dbmdvmbujoh!gsjdujpo-!cf! tvsf!up!bee!31&!gps!mptt!jo!gjuujoht/!!Jo!uif!dibsu!cfmpx-!gsjdujpo!mptt!jt!qfs!211!gffu!pg!qjqf/!!Uif!ifbe! dsfbufe!cz!gsjdujpo!mptt!jt!beefe!up!uif!fmfwbujpo!ifbe!pg!mjgu!gspn!uif!cpuupn!pg!uif!qvnq!ubol!up!uif! upq!pg!uif!ijhiftu!uvso.vq/!!! !! 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 !.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 ! ! ! ! ! ! ! ! ! !.!33!.!!! !! ! ! ! !.!34!.!!! !! Frequently Asked Questions ! Q;!!Can I Use Vertical and Horizontal Panels in the same system to overcome certain site or soil conditions? A;!!YES/!!Cpui!tuzmft!bsf!joufsdibohfbcmf!dbo!cf!vtfe!jo!dpncjobujpo/! ! Q: How do I calculate the amount of backfill sand for my drainfield? A: Up!dbmdvmbuf!uif!bnpvou!pg!cbdlgjmm!tboe!offefe-!vtf!uif!frvbujpo;!!LF x .17 = Tons Needed; xifsf!MG!jt!upubm!mjofbs!gffu!pg!ojusjgjdbujpo!mjof/! 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,!qbofmt!dbo!cf!vujmj{fe!jo!xibufwfs!mjof!mfohuit!bsf!ofdfttbsz!gps!uif!eftjho!pg!b!tztufn/!! Tqbdjoh!cfuxffo!uif!qbofmt!dbo!cf!bekvtufe!jo!psefs!up!nblf!uifn!gju!joup!boz!hjwfo!mjof!mfohui-! tp!mpoh!bt!uif!qspqfs!ovncfs!pg!qbofmt!bsf!jotubmmfe!jo!uibu!mjof/! Q: Does the Horizontal Panel system use more sand due to its 3-foot trench? A: No-!uif!dvcjd!wpmvnf!sfnbjot!uif!tbnf!bt!Wfsujdbm!Qbofm!tztufnt!fwfo!uipvhi!ju!jt!b!3.gppu! usfodi!evf!up!uif!mpxfs!usfodi!qspgjmf/! ! Q: Should I consider a wider trench when installing a Vertical Panel System? A: No-!b!3.gppu!usfodi!jt!wjubm!jo!uif!ejtusjcvujpo!pg!fggmvfou!up!uif!tjef!xbmmt!boe!jt!lfz!up! lffqjoh!uif!bfspcjd!usfbunfou!offefe!gps!csfblepxo/!!! ! Q: Why do Panel Block Systems have the longest lifespan on average of any system on the market: A: Uif!tvddfttgvm!mpohfwjuz!pg!pvs!tztufn!jt!qsjnbsjmz!evf!up!uif!gbdu!uibu!uif!tupsbhf!dbqbdjuz!jt! 3X!uibu!pg!b!dpowfoujpobm!tztufn!bmm!xijmf!qsfusfbujoh!fggmvfou!boe!qsftfswjoh!uif!tpjm!jutfmg/!! Uijt!izesbvmjdbmmz!bmmpxt!uif!tpjm!up!bddfqu!fggmvfou!mpohfs!boe!jo!b!nvdi!tnbmmfs!gppuqsjou/! ! Q: What type of boards are used for installation and that are their purpose? A: Boz!2y5!ps!2y7!cpbse!xjmm!xpsl/!!Cpbset!ep!opu!ibwf!up!cf!usfbufe!cfdbvtf!ju!xjmm!bduvbmmz! gpttjmj{f!jo!uif!usfodi!pwfs!ujnf/!!Uif!qvsqptf!pg!uijt!cpbse!jt!gps!nbjoubjojoh!uif!mfwfm!bu!ujnf!pg! jotubmmbujpo/! ! Q: Do I need a certification from T&J Panels to be able to install the system? A: No,!zpv!ep!opu!offe!b!dfsujgjdbujpo!gspn!U'K!Qbofmt!up!cf!bcmf!up!jotubmm!uif!tztufn-!cvu!xf! sfdpnnfoe!bo!jotubmm!usbjojoh!gspn!pof!pvs!dpnqboz!sfqsftfoubujwft!gps!zpvs!gjstu.ujnf! jotubmmbujpo/! ! Q: Why should I consider a Panel System? A: Zpv!nbz!dpotjefs!vtjoh!b!qbofm!tztufn!jg!zpv!xbou!b!tztufn!xjui!mpohfwjuz-!jg!zpv!ibwf! gvuvsf!tjuf!offet!)fy/!!qppmt-!beejujpobm!cfesppnt-!mboetdbqjoh!offet*-!up!nbyjnj{f!zpvs! efwfmpqnfou!qpufoujbm-!ps!jg!zpv!wbmvf!ibwjoh!b!npsf!fowjsponfoubmmz!gsjfoemz!pqujpo/! ! ! !.!35!.!!! !! T & J Panel Wastewater Treatment System! !! !! 269 Marble Road ! Statesville, NC 28625 ! ! Pggjdf; 704-924-8600 ! Gby; 704-924-8681 ! ! Xfctjuf: www.tjpanel.com Fnbjm;!info@tjpanel.com! ! ! !! !! !! !! !! !! !! Limited Warranty: ! Uif!tusvduvsbm!joufhsjuz!pg!fbdi!U'K! xbssboufe!bhbjotu!efgfdujwf!nbufsjbmt!boe!xpslnbotijq!gps!pof!zfbs!gspn!ebuf!pg!nbovgbduvsf/!!Tipvme!b!efgfdu! bqqfbs!xjuijo!uif!xbssbouz!qfsjpe-!qvsdibtfs!nvtu!jogpsn!U'K!Qbofm!Tztufn!pg!uif!efgfdu!cfgpsf!uif!xbssbouz! dptu!pg!sfnpwbm!boe0ps!jotubmmbujpo!pg!uif!qbofmt/!!Uifsf!bsf!op!puifs!xbssboujft!xjui!sftqfdu!up!uif!vojut-!jodmvejoh! op!xbssboujft!pg!nfsdiboubcjmjuz!ps!pg!gjuoftt!gps!b!qbsujdvmbs!qvsqptf/!!Uif!xbssbouz!epft!opu!fyufoe!up!jodjefoubm-! dpotfrvfoujbm-!tqfdjbm!ps!joejsfdu!ebnbhft/!!Uif!dpnqboz!tibmm!opu!cf!mjbcmf!gps!qfobmujft!ps!mjrvjebufe!ebnbhft-! jodmvejoh!mptt!pg!qspevdujpo!boe!qspgjut-!mbcps!boe!nbufsjbmt-!pwfsifbe!dptut-!ps!puifs!mptt!ps!fyqfotf!jodvssfe!cz! cvzfs/!!Tqfdjgjdbmmz!fydmvefe!gspn!xbssbouz!dpwfsbhf!bsf;!Ebnbhf!up!uif!qbofmt!evf!up!psejobsz!xfbs!boe!ufbs<! bmufsbujpo-!bddjefou-!njtvtf-!bcvtf!ps!ofhmfdu!pg!uif!qbofmt<!uif!qbofmt!cfjoh!tvckfdufe!up!tusfttft!hsfbufs!uibo!uiptf! boz!puifs!fwfou-!opu!dbvtfe!cz!uif!dpnqboz/!!Gvsuifsnpsf-!jo!op!fwfou!tibmm!uif!dpnqboz!cf!sftqpotjcmf!gps!boz! mptt!ps!ebnbhf!up!uif!cvzfs-!uif!qbofmt!ps!boz!uijse!qbsuz!sftvmujoh!gspn!jut!jotubmmbujpo!ps!tijqnfou/!!Cvzfs!tibmm!cf! tpmfmz!sftqpotjcmf!gps!fotvsjoh!uibu!jotubmmbujpo!pg!uif!tztufn!jt!dpnqmfufe!jo!bddpsebodf!xjui!bmm!bqqmjdbcmf!mbxt-! dpnqboz/!!! ! ! !.!36!.!!! !! When Your Problem In On-site Is: ! !! !! !!Topography and Vegetation ! !! !! !! !! ! ! Special Landscaping Needs! Future Site N!eeds! ! Limited Suitable Area! ! Then consider a better quality effluent with! !! !.!37!.!!! !! Utility Swing & Spring Check Valves Features - PVC White & PVC Clear ¯ Tqfbst!Vujmjuz!Txjoh!Difdl!boe!tqsjoh!bttjtufe!Vujmjuz! Tqsjoh!Difdl!Wbmwft!pggfs!b!dpnqbdu-!ijhi!qfsgpsnbodf! difdl!wbmwf!gps!Mboetdbqf!'!Jssjhbujpo-!Qppm!'!Tqb-! Brvbdvmuvsf-!PFN!boe!nboz!hfofsbm!qvsqptf!bqqmjdbujpot/! Uiftf!nbjoufobodf!gsff!tfbmfe!vojut!gfbuvsf!mpoh.mjgf!FQEN! fmbtupnfs!tfbut!xjui!xfjhiufe!ejtd!gps!gvmm.gmpx!xjui!njojnbm! sftusjdujpo!boe!qptjujwf!tivupgg/!Tqsjoh!bttjtufe!Tqsjoh! Difdl!npefm!jodpsqpsbuft!b!qptjujwf.qsfttvsf!tqsjoh!up! bttjtu!jo!wbmwf!dmptjoh!xjuipvu!tmbnnjoh/!Qspevdfe!gspn! QWD!Xijuf!ps!QWD!Dmfbs!nbufsjbm!xjui!Tpdlfu-!Uisfbefe! ps!TS!Uisfbefe!foe!dpoofdupst/!Bwbjmbcmf!jo!JQT!Tj{ft!203#! uispvhi!9#!gps!Txjoh!Difdl!Wbmwft!boe!203#!uispvhi!5#gps Tqsjoh!Difdl!Wbmwft/ Sample Engineering Specification Bmm!uifsnpqmbtujd!difdl!wbmwft!Tibmm!cf!Vujmjuz!Txjoh!Difdl! •Chemical & Corrosion Resistant PVC White or High ps!Vujmjuz!Tqsjoh!Difdl!uzqf!dpotusvdufe!gpsn!QWD!Uzqf!J-! Visibility PVC Clear Construction BTUN!E!2895!Dfmm!Dmbttjgjdbujpo!23565/!Bmm!wbmwft!tibmm! •No Metal Parts on Swing Check - Stainless Steel cf!nbjoufobodf!gsff!tfbm!voju!dpotusvdujpo!xjui!FQEN! Spring on Spring Check tfbu!boe!xfjhiufe!ejtd/!Bmm!Tqsjoh!Difdl!Wbmwft!tibmm!ibwf! •Maintenance Free Sealed Unit in a Compact Space tubjomftt!tuffm!tqsjoh!bttjtufe!pqfsbujpo/!!Bmm!wbmwft!tibmm! Saving Design ibwf!fyufsobm!gmpx!bsspx!ejsfdujpo!eftjhobujpo/!Bmm!wbmwft! •Engineered for Maximum Flow, Quick Response & tibmm!cf!dfsujgjfe!cz!OTG!Joufsobujpobm!gps!vtf!jo!qpubcmf! Positive Shutoff xbufs!tfswjdf/!Bmm!wbmwft!tibmm!cf!qsfttvsf!sbufe!up!261!qtj! • Long-Life, High Grade EPDM Seat with Weighted Disc gps!xbufs!A!84±G!jo!gvmm!gmpx!)pqfo*!qptjujpo!boe!up!86!qtj! ¯ •Spring Assisted Spring Check Model Option for A!84±G!cbdl!qsfttvsf!)dmptfe*-!bt!nbovgbduvsfe!cz!Tqfbst Positive Closing Nbovgbduvsjoh!Dpnqboz/ •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 11 PVC MaterialPVC Material ValveSeat PressureValveSeat Pressure SizeMaterialRatingSizeMaterialRating SocketThreadedSR ThreadedSocketThreadedSR Threaded 1/2EPDMS1520-05S1520-05FS1520-05FSR1/2EPDMS1580-05S1580-05FS1580-05FSR 150 psi 3/4EPDMS1520-07S1520-07FS1520-07FSR3/4EPDMS1580-07S1580-07FS1580-07FSR @ 73°F 150 psi 1EPDMS1520-10S1520-10FS1520-10FSR1EPDMS1580-10S1580-10FS1580-10FSR Full Flow @ 73°F 1-1/4EPDMS1520-12S1520-12FS1520-12FSR1-1/4EPDMS1520-12S1520-12FS1520-12FSR1-1/4EPDMS1520-12S1520-12FS1520-12FSR1-1/4EPDMS1520-12S1520-12FS1520-12FSR1-1/4EPDMS1520-12S1520-12FS1520-12FSR1-1/4EPDMS1520 -12S1520-12FS1520-12FSR1-1/4EPDMS1580-12S1580-12FS1580-12FSR (Open) Full Flow Full Flow 1-1/2EPDMS1520-15S1520-15FS1520-15FSR1-1/2EPDMS1580-15S1580-15FS1580-15FSR (Open)(Open) 75 psi 2EPDMS1520-20S1520-20FS1520-20FSR2EPDMS1520-20S1520-20FS1520-20FSR2EPDMS1520-20S1520-20FS1520-20FSR2EPDMS1520-20S1520-20FS1520-20FSR2EPDMS1520-20S1520-20FS1520-20FSR2EPDMS1520-20S1520-20FS1520-20FSR2 EPDMS1580-20S1580-20FS1580-20FSR Back 75 psi 2-1/2EPDMS1520-25S1520-25FS1520-25FSR2-1/2EPDMS1520-25S1520-25FS1520-25FSR2-1/2EPDMS1520-25S1520-25FS1520-25FSR2-1/2EPDMS1520-25S1520-25FS1520-25FSR2-1/2EPDMS1520-25S1520-25FS1520-25FSR2-1/2EPDMS1520 -25S1520-25FS1520-25FSR2-1/2EPDMS1580-25S1580-25FS1580-25FSR Pressure Back 3EPDMS1520-30S1520-30FS1520-30FSR3EPDMS1580-30S1580-30FS1580-30FSR (Closed) Pressure Pressure 4EPDMS1580-40S1580-40FS1580-40FSR 4EPDMS1520-40S1520-40FS1520-40FSR4EPDMS1520-40S1520-40FS1520-40FSR4EPDMS1520-40S1520-40FS1520-40FSR4EPDMS1520-40S1520-40FS1520-40FSR4EPDMS1520-40S1520-40FS1520-40FSR4EPDMS1520-40S1520-40FS1520-40FSR (Closed) 1:For PVC Clear Spring Check, replace dash (-) separator with the letter “C” in the 6EPDMS1520-60S1520-60FS1520-60FSR part number (e.g. S1580C05), (e.g. S1580C05F) or (e.g. S1580C05FSR) 8EPDMS1520-80N/AN/A 1:For PVC Clear Swing Check, replace dash (-) separator with the letter “C” in the part number (e.g. S1520C05), (e.g. S1520C05F) or (e.g. S1520C05FSR) NOT FOR DISTRIBUTION OF COMPRESSED AIR OR GAS ® ® 1127 Progressive Products from SpearsInnovation and Technology Spears Manufacturing Company Utility Swing & Spring Check Valves Utility Swing Check Valve B! E! C!C! D! Utility Spring Check Valve FLOW B! E! C!C! D! Dimensions Dimension Reference (inches, ± 1/16) Nominal BD Size AC SocketThreaded/SR ThreadedSwingSpring 1/21-3/82-19/322-5/84-3/322-1/82-5/8 3/41-3/82-5/322-1/164-1/162-1/82-5/8 11-11/162-5/162-15/164-9/162-5/82-5/8 1-1/42-1/162-15/163-5/85-1/23-3/83-3/81-1/42-1/162-15/163-5/85-1/23-3/83-3/81-1/42-1/162-15/163-5/85-1/23-3/83-3/81-1/42-1/162-15/163-5/85-1/23-3/83-3/81-1/42-1/162-15/163-5/85-1/23-3/83-3/81-1/42-1/ 162-15/163-5/85-1/23-3/83-3/81-1/42-1/162-15/163-5/85-1/23-3/83-3/81-1/42-1/162-15/163-5/85-1/23-3/83-3/81-1/42-1/162-15/163-5/85-1/23-3/83-3/81-1/42-1/162-15/163-5/85-1/23-3/83-3/8 1-1/22-7/1633-11/165-5/83-3/83-3/8 233-5/84-3/86-3/84-1/44-1/4233-5/84-3/86-3/84-1/44-1/4233-5/84-3/86-3/84-1/44-1/4233-5/84-3/86-3/84-1/44-1/4233-5/84-3/86-3/84-1/44-1/4233-5/84-3/86-3/84-1/44-1/4233-5/84-3/86-3/84-1/44-1/4233-5/84-3 /86-3/84-1/44-1/4233-5/84-3/86-3/84-1/44-1/4233-5/84-3/86-3/84-1/44-1/4 2-1/23-9/164-3/85-1/47-7/85-1/85-1/82-1/23-9/164-3/85-1/47-7/85-1/85-1/82-1/23-9/164-3/85-1/47-7/85-1/85-1/82-1/23-9/164-3/85-1/47-7/85-1/85-1/82-1/23-9/164-3/85-1/47-7/85-1/85-1/82-1/23-9/164-3/85-1 /47-7/85-1/85-1/82-1/23-9/164-3/85-1/47-7/85-1/85-1/82-1/23-9/164-3/85-1/47-7/85-1/85-1/82-1/23-9/164-3/85-1/47-7/85-1/85-1/82-1/23-9/164-3/85-1/47-7/85-1/85-1/8 34-5/164-11/165-5/88-7/165-3/45-3/4 45-1/467-1/1610-1/166-3/86-3/845-1/467-1/1610-1/166-3/86-3/845-1/467-1/1610-1/166-3/86-3/845-1/467-1/1610-1/166-3/86-3/845-1/467-1/1610-1/166-3/86-3/845-1/467-1/1610-1/166-3/86-3/845-1/467-1/1610-1/1 66-3/86-3/845-1/467-1/1610-1/166-3/86-3/845-1/467-1/1610-1/166-3/86-3/845-1/467-1/1610-1/166-3/86-3/8 67-11/168-1/211-5/1614-9/169-1/4N/A 89-7/1611-3/16N/A19-1/411-15/16N/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 100110120130140150160170180190200210 Temperature °F (°C)(38)(43)(49)(54)(60)(66)(71)(77)(82)(88)(93)(99) 1501351107550-0--0--0--0--0--0--0- Valve (1.03)(.93)(.76)(.52)(.34)(-0-)(-0-)(-0-)(-0-)(-0-)(-0-)(-0-) Pressure 1/2" - 8"PVC Rating psi 150140130120-110--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 SpearsInnovation and Technology 1128 OET!QSP!TFSJFT!WBMWF!CPYFT DPNNFSDJBM!HSBEF OET!Qsp!Tfsjft!24Ç!Y!35Ç!Sfdubohvmbs!Wbmwf!Cpyft Tqfdjgjdbujpot;Uif!OET!QSP!TFSJFT!24#y35#!wbmwf!cpyft!boe!dpwfst!bsf!jokfdujpo!npmefe!pg!tusvduvsbm!gpbn!qpmzfuizmfof!nbufsjbm!xjui!b!nfmu!joefy!cfuxffo!21.23/ Dpmpsjoh!boe!VW!tubcjmj{fst!bsf!beefe-!bmpoh!xjui!qspdfttjoh!mvcsjdbout!xifo!offefe/ Uif!24#y35#!cpez!tibmm!cf!ubqfsfe!boe!ibwf!b!njojnvn!xbmm!uijdloftt!pg!/381#/!Uif!cpez!tibmm!ibwf!b!epvcmf!xbmm!bu!uif!upq!dpwfs!tfbu!bsfb!xjui!b!njojnvn!uijdloftt!pg /381#/!Uif!dpwfs!tfbu!bsfb!tibmm!ibwf!29!tusvduvsbm!tvqqpsu!sjct!po!uif!voefstjef!pg!uif!tfbu-!fbdi!xjui!b!njojnvn!uijdloftt!pg!/361#/!Uif!cpuupn!pg!uif!cpez!tibmm!ibwf b!2/111#!gmbohf/!Uif!24#y35#!dpwfs!tibmm!ibwf!bo!bwfsbhf!uijdloftt!pg!/431#/!Uif!wbmwf!cpy!tibmm!ibwf!b!409#415!TT!ovu!gps!uif!cpmu.epxo!bt!b!tuboebse!gfbuvsf/ QbsuDpmpsQbmmfuXfjhiuQspevdu OvncfsEftdsjqujpo!.!Nbsljoh)Cpy0Dpwfs*RuzFbDmbtt 3!.!205# Cpy!'!Dpwfs 2 6 ! 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PO BOX 889sEwEit ❑Initial ❑X6 Months Denver, NC 28037 (704)-483-5125 sErric. view location: License Number: 995940 ❑Onsite ❑ Offsite Subsurface Wastewater Inspection Form Offsite septic lot#: Name & Address of Owner: ontrol panel: Waterside Marina LLC TYPE OF SYSTEM: 7774 Hudson Chapel Road Conduit sealed: ®YES ❑ NO Catawba, NC 28609 Alarm operating: EYES ❑ NO ❑Polystyrene ❑Chamber Panel location: ❑Panel ❑LPPBS SEPTIC TANK: ❑Wall ®Post " inches High Size of Septic Tank: 2000 Gallons ❑Gravel ❑LPP Counter-Cycle: N/A Hour: N/A ❑Large diameter pipe Risers Readily Accessible: ®YES ❑ NO ❑Other: Signs of Infiltration: OYES ® NO PUMP I DIl", <EDUCTION TYPE: Structurally Sound: ®YES ❑ NO Size of Pump Tank: 2000 Gallons ®Type IV(50%reduction) Filter(s) Cleaned: ®YES ❑ NO Pump Model: Goulds WE1512HH ❑Type III(25%reduction) Pump HP: %%hp Surface Water Diverted: DYES ❑ NO Pump Voltage: 230v ❑ None Scum Level: 0" Pipework in good condition: ®YES ❑NO eau Settings Sludge Level: 4" Scum plus Sludge level: 4" Control floats operating: DYES ❑ NO ®2' ❑ 3' ❑other: Liquid Depth: 50" Effluent free&clear of solids: ®YES ❑ NO Distribution Set @ inspection: TANK NEEDS PUMPING: OYES ® NO OYES ®NO TANK NEEDS PUMPING: DYES ® NO Irain field: Notes and/or Corrective Action Needed: Effluent surfacing:OYES ®NO We performed your 2nd Type IV inspection for Traffic Protected:®YES ❑NO the year. We removed and cleaned the outlet Repair Area Reserved: filter. At the time of the inspection the system DISTRIBUTION TYPE DYES ❑NO Surface Water Diverted: was functioning as intended. We have ®Manifold ❑Individual valves ®YES ❑NO completed both inspections for the year 2024. Line Cover Maintained: ❑Serial/drop boxes ❑Distribution box ®YES ❑NO Thank you! LOW PRESSURE SYSTEM: Pump draw down: Turn-ups and/or Valves Located/ Gallons per cycle: Protected:®YES ❑NO Draw down length: Laterals Free of Excess solids:OYES ®NO INSPECTOR SIGNATURE Tether length if wide angle Laterals Flushed:OYES ®NO float: