Final 691 Eagle Rock Avenue Maint Manual

MAINTENANCE INSPECTION FOR WATER QUALITY UNIT 550 BERGEN BOULEVARD — PALISADES PARK INOTE: INSPECTIONS TO BE EVALUATED DURING [A PERIOD OF DRY AND WARM WEATHER AND LOW TIDE CONDITIONS AT THE PROJECT SITE Yes No Maintenance Evaluation Action(s) Required if Answer “Yes” Is there a buildup of oil, sediment and grease within] Remove oil, sediment and grease and dispose debris in oO Q the forebay and on surrounding pavement. accordance with local, state and federal requirements. Is there trash and debris within the system vault. Remove trash and debris from the system vault. Is there any structural failure? Consult engineer to determine safety and/or stability of the system. Are there visible signs of cracking, subsidence, Consult engineer to determine safety and/or stability of the erosion or deterioration of any part of the storm filte, system. unit? im] g Are there any root intrusions or any other Remove roots and dispose vegetation in accordance with vegetation within the storm filter? local, state and federal regulations. Are any covers or grates missing, damaged or only | Repair or replace. a Q partially in place at any water quality structure?

ANNUAL RECORD OF OPERATION AND MAINTENANCE OWNER ADDRESS : OWNER REPRESENTATIVE. PHONE INSTALLATION: MODEL DESIGNATION. DATE SITE LOCATION. 2 INSPECTIONS: DEPTH TO ‘SEDIMENT DATE! SCREEN/INLET | FLOATABLES SEDIMENT VOLUMES SORBENT INSPECTOR INTEGRITY DEPTH (inches) (cuyDs) DISCOLORATION DEPTH FROM COVER TO BOTTOM OF SUMP (SUMP INVERT) DEPTH FROM COVER TO SUMP @ 75% FULL VOLUME OF SUMP @ 75% FULL =. cuYD VOLUME/INCH DEPTH CUFT/IN OF SUMP VOLUME/FOOT DEPTH. CUYD/FT OF SUMP *Calculate Sediment Volume = (Depth to Sump Invert~ Depth to Sediment)*(Volumef/inch) OBSERVATIONS OF FUNCTION: CLEANOUT: DATE VOLUME ‘VOLUME METHOD OF DISPOSAL OF FLOATABLES, SEDIMENTS, DECANT FLOATABLES _| SEDIMENTS AND SORBENTS OBSERVATIONS: SCREEN MAINTENANCE: DATE OF POWER WASHING, INSPECTION AND OBSERVATIONS: CERTIFICATION: TITLE: DATE:

INSPECTION CHECKLIST 14. During the rainfall season, inspect and check condition of unit at east once every 30 days 2. Ascertain that the unit is funcioning properly (no blockages or obstructions to inlet and/or separation screen) 3. Measure amount of solid material s that have accumulated in the sump (Unit should be cleaned when the sump is 75-85% full) 4. Measure amount of fine sediment accumulated behind the screen 5. Measure amount of floating trash and debris in the separation chamber MAINTENANCE CHECKLIST 4. Cleanout unit at the end and beginning of the rainfall season 2. Pump down unit (at least once a year) and thoroughly inspect separation chamber, separation screen and oil baffle 3. No visible signs of damage or loosening of bolts to internal components observed * * If there is any damage to the internal components or any fasteners are damaged or missing please contact CONTECH (800.338.1122).

PART II: MAINTENANCE LOGS 10

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EVANS ARCHITECTS AIA PROPOSED 1 FAMILY 2 21 STORY DWELLING No. 691 BLK: 177.08 LOT: 21 1st. FLOOR F.F. 461.03' BASEMENT F.F. 452.03' M A T T H E W G. E V A N S 456.84 461.03 460.71 460.58 456.34 456.17 470 CHAMBERLAIN AVENUE PATERSON NEW JERSEY 07522 973 942-9020 MATT@EVANSARCHITECTS.COM WWW.EVANSARCHITECTS.COM (50' WIDE R.O.W.) SHRUMP PLACE ARCHITECT - PROFESSIONAL PLANNER 457.25 10'-6" 19'-0" 6" Ø SCH. 40 TO SEEPAGE PIT (2) 6'-0" Ø X 8'-0" HT. SEEPAGE PIT TOP OF LID - 453.48' INVERT = 477.48' NOTE: OVERFLOW OUT PIPE = 452.48' OWNER WILL BE RESPONSIBLE 19'-0" L x 10'-6" W x 10' D FOR ENSURING THAT THE CLEAN STONE GRAVEL PIT SEEPAGE PIT IS EFFECTIVELY 455.48 S 8"° INSPECTION PORT S 454.80 MAINTAINED WITHOUT NEGATIVE IMPACTS TO NEIGHBORING PROPERTIES NEW 6"Ø PVC OVERFLOW PIPE TO STORM DRAIN INLET OVERFLOW IN-FLOW PIPE = 448.76' SLOPE @ 2% 454.47 S 454.39 PROPOSED ONE FAMILY FOR: NWAIWU PROPERTIES, LLC 691 EAGLE ROCK AVENUE BLOCK: 177.08 LOT: 21 WEST ORANGE, NJ THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF EVANS ARCHITECTS AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF EVANS ARCHITECTS. ALL RIGHTS RESERVED © 2023 EVANS ARCHITECT DRW BY DATE 12.18.23 CRR 04.18.24 CRR 07.08.24 CRR 09.23.24 CRR 11.04.24 CRR COMMENT REV 1 2 3 4 COMMENT AS PER MUNICIPAL ENGINEER RESUBMISSION CHANGES AS PER MEETING 08.15.24 CHANGES AS PER MEETING 10.10.24 GRADING / DRAINAGE PLAN C.O. S TC = 454.06 BC = 453.89 S S S MATTHEW G. EVANS ARCHITECT PLANNER SHEET NUMBER GD-1 EAGLE ROCK AVENUE (60' WIDE R.O.W.) R.A. LIC. NO. 13803 P.P. LIC. NO. 5662