JMA02P00301 262 270 MAIN STREET

JORDAN CECININI 20.5 INCHES (521 MM) TALL, 36 INCHES (914 MM) WIDE AND 7.33 FEET (2.23 M) LONG. THE NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 9. HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE ALONG THE LENGTH OF THE CHAMBER. SDR-35 BELL END INSERTED PVC BODY PLAN VIEW PVC BODY ELEVATION VIEW MODEL 180 IHD INTERMEDIATE INSTALLED LENGTH OF A JOINED RECHARGER® 180HD SHALL BE 6.33 FEET (1.93 M). 6" [150mm] INTO CHAMBER UNITS ARE USED AS MIDDLE 7. MAXIMUM INLET OPENING ON

UNITS ARE USED AS MIDDLE 7. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 15 INCH (375 MM) HDPE. 10. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY. [PART NOT PROVIDED BY CULTEC] MODEL IHD SECTIONS TO EXTEND THE 8. THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV® FC-24 FEED CULTEC NO. 410™ NON-WOVEN GEOTEXTILE 12.5" [317 mm] STANDARD OPENING FOR LENGTH OF A

STANDARD OPENING FOR LENGTH OF A LINE. CONNECTORS TO CREATE AN INTERNAL MANIFOLD. MAXIMUM ALLOWABLE O.D. IN THE CULTEC NO. 410™ NON-WOVEN GEOTEXTILE MAY BE USED WITH CULTEC CONTACTOR® AND RECHARGER® 6" [150 mm] SDR-35 RISER PIPE STORMWATER INSTALLATIONS TO PROVIDE A BARRIER THAT PREVENTS SOIL INTRUSION INTO THE STONE. CULTEC CHAMBER SIDE PORTAL IS 12.25 INCHES (311 MM). 9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV® FC-24 FEED CONNECTOR GEOTEXTILE PARAMETERS SHALL BE 12 INCHES (305 MM) TALL, 16 INCHES (406 MM) WIDE AND 24.2 INCHES (614 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) MM) LONG. 2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. 11.0" [279 mm] 10. THE NOMINAL STORAGE VOLUME OF THE RECHARGER® 180HD CHAMBER SHALL BE 3. THE GEOTEXTILE SHALL HAVE A TYPICAL WEIGHT OF 4.5 OZ/SY (142 G/M).

MODEL 180 EHD END UNITS MODEL EHD 4. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH VALUE OF 120 LBS (533 N) PER ASTM D4632 TESTING 3.445 FT3 / FT (0.32 M3 / M) - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A ARE USED TO END THE LENGTH METHOD. 3.2" [81 mm] SINGLE RECHARGER 180RHD STAND ALONE UNIT SHALL BE 25.25 FT3 (0.72 M3) - 5. THE GEOTEXTILE SHALL HAVE AN ELONGATION @ BREAK VALUE OF 50% PER ASTM D4632 TESTING METHOD. OF A LINE.

OF A LINE. WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER® 180EHD 6. THE GEOTEXTILE SHALL HAVE A MULLEN BURST VALUE OF 225 PSI (1551 KPA) PER ASTM D3786 TESTING AS AN INTERMEDIATE UNIT SHALL BE 21.81 FT3 (0.62 M3) - WITHOUT STONE. THE PVC BODY CAN BE TRIMMED IN FIELD METHOD. 11.0" [279 mm] TO ACCOMMODATE 8" [200 mm] AND NOMINAL STORAGE VOLUME OF THE LENGTH ADJUSTMENT AMOUNT PER RUN SHALL 7. THE GEOTEXTILE SHALL HAVE A PUNCTURE STRENGTH VALUE OF 65 LBS (289 N) PER ASTM D4833 TESTING 10" [250 mm] SDR-35 RISER PIPE SIZES BE 3.445 FT3 (0.32 M3) - WITHOUT STONE. METHOD. 11. THE NOMINAL STORAGE VOLUME OF THE HVLV® FC-24 FEED CONNECTOR SHALL BE 8. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE VALUE OF 340 LBS (1513 N) PER ASTM D6241 TESTING METHOD. 0.913 FT3 / FT (0.085 M3 / M) - WITHOUT

) PER ASTM D6241 TESTING METHOD. 0.913 FT3 / FT (0.085 M3 / M) - WITHOUT STONE. 9. THE GEOTEXTILE SHALL HAVE A TRAPEZOID TEAR VALUE OF 50 LBS (222 N) PER ASTM D4533 TESTING CULTEC UNIVERSAL INSPECTION PORT KIT DETAIL CULTEC RECHARGER 180HD HEAVY DUTY END DETAIL INFORMATION 12. THE RECHARGER® 180HD CHAMBER SHALL HAVE TWENTY-TWO DISCHARGE HOLES METHOD. BORED INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE LATERAL 10. THE GEOTEXTILE SHALL HAVE A AOS VALUE OF 70 U.S. SIEVE (0.212 MM) PER ASTM D4751 TESTING METHOD. CONVEYANCE OF WATER. 11. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY VALUE OF 1.7 SEC-1 PER ASTM D4491 TESTING METHOD. MODEL 180EHD HIDDEN END 13. THE

HIDDEN END 13. THE RECHARGER® 180HD CHAMBER SHALL HAVE 14 CORRUGATIONS. 12. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATE VALUE OF 135 GAL/MIN/SF (5500 L/MIN/SM) PER ASTM D4491 TESTING METHOD. 14. THE ENDWALL OF THE CHAMBER, WHEN PRESENT, SHALL BE AN INTEGRAL PART OF 13. THE GEOTEXTILE SHALL HAVE A UV STABILITY @ 500 HOURS VALUE OF 70% PER ASTM D4355 TESTING THE CONTINUOUSLY FORMED UNIT. SEPARATE END PLATES CANNOT BE USED WITH METHOD. THIS UNIT. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES, COMPACT IN 6" (150 mm) MAX. LIFTS TO 95% PROCTOR DENSITY 15. THE RECHARGER® 180RHD STAND ALONE/STARTER UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRAL ENDWALLS AND HAVING NO ADS PLUS-US WOVEN GEOTEXTILE P L A N S W H I C H D O N O T B E A R

P L A N S W H I C H D O N O T B E A R ADS PLUS-US WOVEN GEOTEXTILE IS DESIGNED AS A UNDERLAYMENT TO PREVENT SCOURING 3 4" - 2" [20-50mm] CLEAN, CRUSHED, ANGULAR AN EMBOSSED SEAL ARE NOT VALID. SEPARATE END PLATES OR SEPARATE END WALLS. STONE SURROUNDING CHAMBERS CAUSED BY WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES THE CULTEC MANIFOLD FEATURE. IT MAY

NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES THE CULTEC MANIFOLD FEATURE. IT MAY ALSO BE USED AS A COMPONENT OF THE CULTEC MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE HIDDEN END MODEL 180IHD 16. THE RECHARGER® 180EHD END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING SEPARATOR ROW/ADS ISOLATOR ROW PLUS TO ACT AS A BARRIER TO PREVENT SOIL/CONTAMINANT ALL DOCUMENTS PREPARED BY HUDSON ENGINEERING, ONE FULLY FORMED INTEGRAL ENDWALL AND ONE FULLY OPEN END WALL AND HAVING INTRUSION INTO THE STONE WHILE ALLOWING FOR MAINTENANCE. CULTEC RECHARGER 180HD IN SEPARATOR ROW/ADS FINISHED GRADE ISOLATOR® ROW PLUS CONFIGURATION (IF APPLICABLE) 8.0" [203mm] MIN. FOR RIGID PAVEMENT LLC ARE INSTRUMENTS

LLC ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE NO SEPARATE END PLATES OR END WALLS. PROJECT. THEY ARE NOT INTENDED OR REPRESENTED GEOTEXTILE PARAMETERS 8.0" [203mm] MIN. FOR FLEXIBLE PAVEMENT TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON 17. THE HVLV® FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC OF BROOKFIELD, CT. E X T E N S I ON S OF T HE P R O