Siad topographical survey from Schmidt5282026

FILTER FABRIC GROUND AND EXTEND AT LEAST 2 FEET ABOVE GROUND. POSTS SHALL BE CONSTRUCTED OF HARDWOOD WITH A MINIMUM REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND GRADING, EFFECTIVE DECEMBER 2017. DATE: 05/26/2026 4 FT. MAX 12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL. CROSS SECTION DIAMETER THICKNESS OF 1-1/2 INCHES. 13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2 ½ -1” CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM JORDAN CECININI DEPTH OF 6”. ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. 2. A METAL FENCE WITH 6 INCH OR SMALLER OPENINGS AND AT LEAST 2 FEET HIGH MAY BE UTILIZED, FASTENED TO THE FENCE NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE

FEET HIGH MAY BE UTILIZED, FASTENED TO THE FENCE NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” MEASURES SHALL BE DESIGNED BY THE APPLICANT'S ENGINEER AND BE APPROVED POSTS, TO PROVIDE REINFORCEMENT AND SUPPORT TO THE GEOTEXTILE FABRIC WHERE SPACE FOR OTHER PRACTICES IS LIMITED AND HEAVY SEDIMENT LOADING IS EXPECTED. BY THE SOIL CONSERVATION DISTRICT. FILTER BAG NOTES: 15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, FOR THE SALE OF ANY PORTION OF THE PROJECT OR FOR THE SALE OF INDIVIDUAL LOTS. NEW 3. A GEOTEXTILE FABRIC, RECOMMENDED FOR SUCH USE BY THE MANUFACTURER, SHALL BE BURIED AT LEAST 6 INCHES DEEP OWNERS' INFORMATION SHALL BE PROVIDED. ADDITIONAL MEASURES DEEMED NECESSARY BY DISTRICT OFFICIALS SHALL BE IMPLEMENTED AS CONDITIONS WARRANT. 1. FILTER BAGS WILL BE USED AS AN EFFECTIVE FILTER MEDIUM TO CONTAIN SAND, SILT AND FINES WHEN TRENCH IN THE GROUND. THE FABRIC SHALL EXTEND AT LEAST 2 FEET ABOVE THE GROUND. THE FABRIC MUST BE SECURELY DEWATERING. THE WETLAND FILTER BAG CONTAINS THESE MATERIALS WHILE ALLOWING THE WATER TO FLOW

DEWATERING. THE WETLAND FILTER BAG CONTAINS THESE MATERIALS WHILE ALLOWING THE WATER TO FLOW FASTENED TO THE POSTS USING A SYSTEM CONSISTING OF METAL FASTENERS (NAILS OR STAPLES) AND A HIGH STRENGTH VEGETATION COVER FOR SOIL STABILIZATION STANDARDS THROUGH THE FABRIC. PLANNING BOARD CHAIRMAN REINFORCEMENT MATERIAL (NYLON WEBBING, GROMMETS, WASHERS, ETC.) PLACED BETWEEN THE FASTENER AND THE TEMPORARY STABILIZATION SPECIFICATIONS GEOTEXTILE FABRIC. THE FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM THE POST. THE FABRIC SHALL 2. WETLAND FILTER BAGS MAY REPLACE HAY BALE CORRALS DURING TRENCH DEWATERING, AT THE DISCRETION INCORPORATE A DRAWSTRING IN THE TOP PORTION OF THE FENCE FOR ADDED STRENGTH. OF THE ENVIRONMENTAL INSPECTOR. TO INSURE, PROPER INSTALLATION, FILTER BAGS WILL BE PLACED ON A. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS PER 1000 SQ. FT.

E ENVIRONMENTAL INSPECTOR. TO INSURE, PROPER INSTALLATION, FILTER BAGS WILL BE PLACED ON A. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS PER 1000 SQ. FT. RELATIVELY FLAT TERRAIN FREE OF BRUSH AND STUMPS TO AVOID RUPTURES AND PUNCTURES. PROPER B. APPLY FERTILIZER (10-20-10) AT A RATE OF 11 LBS. PER 1000 SQ. FT. PLANNING BOARD SECRETARY INSTALLATION REQUIRES CUTTING A SMALL HOLE IN THE CORNER OF THE BAG, INSERTING THE PUMP C. APPLY PERENNIAL RYEGRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYEGRASS AT 1 LB. PER 1000 SQ. FT. D. MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT. DISCHARGE HOSE, AND THEN SECURING THE DISCHARGE HOSE TO THE BAG WITH A HOSE CLAMP. FILTER BAGS WILL BE PLACED AS FAR AWAY FROM FLOWING STREAMS AND WETLANDS AS POSSIBLE. D4 DETAIL: SILT FENCE E. APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH. C1.10 SCALE: NTS

C1.10 SCALE: NTS 3. PRIOR TO REMOVING A BAG FROM THE HOSE, THE BAG WILL BE TIED OFF BELOW THE END OF THE HOSE PLANNING BOARD ENGINEER PERMANENT STABILIZATION SPECIFICATIONS ALLOWING THE BAG TO DRAIN. DRAINAGE WILL NOT BE ALLOWED THROUGH THE INLET HOLE. TO AVOID RUPTURE, THE BAGS WILL BE ATTENDED AND PUMPING RATES MONITORED. ONCE THE BAG IS INFLATED TO A 6" MIN . A. APPLY TOPSOIL TO A DEPTH OF 5 INCHES (UNSETTLED). HEIGHT OF 4 FEET, PUMPING WILL STOP TO AVOID RUPTURE. FILTER BAGS USED DURING CONSTRUCTION WILL B. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS PER 1000 SQ. FT. AND WORK FOUR INCHES INTO SOIL. BE BUNDLED AND REMOVED FOR PROPER DISPOSAL. PUBLIC R.O.W. C. APPLY FERTILIZER (10-20-10) AT A OF RATE 11 LBS. PER 1000 SQ. FT. D. APPLY HARD FESCUE SEED AT 2.7 LBS. PER 1000 SQ. FT. AND CREEPING

PUBLIC R.O.W. C. APPLY FERTILIZER (10-20-10) AT A OF RATE 11 LBS. PER 1000 SQ. FT. D. APPLY HARD FESCUE SEED AT 2.7 LBS. PER 1000 SQ. FT. AND CREEPING RED FESCUE SEED AT 0.7 LBS PER 1000 SQ. FT. AND PERENNIAL RYEGRASS SEED AT 0.25 LBS PER 1000 SQ. FT. 4. FILTER BAGS ARE CONSTRUCTED OF NON-WOVEN GEOTEXTILE FABRIC. A MAXIMUM OF ONE SIX INCH E. MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT. EXISTING DISCHARGE HOSE WILL BE ALLOWED PER FILTER BAG. BAG CAPACITY WILL BE EXCEEDED BEYOND 2,000 F. APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH. GALLONS PER MINUTE. TYPICAL BAG DIMENSIONS ARE 15 FEET BY 13.25 FEET. TO HELP PREVENT PUNCTURES, GROUND GEOTEXTILE FABRIC WILL BE PLACED BENEATH THE FILTER BAG WHEN USED IN WOODED LOCATIONS. ESTABLISHING PERMANENT VEGETATIVE STABILIZATION: UNATTENDED FILTER BAGS WILL BE ENCIRCLED WITH A HAYBALE OR SILT FENCE CORRAL. HOSE CLAMPS WILL BE USED TO SECURE THE DISCHARGE HOSE, WIRE OR STRING WILL NOT BE USED. P L A N S W H I C H D O N O T B E

P L A N S W H I C H D O N O T B E A R THE QUALITY OF PERMANENT VEGETATION RESTS WITH THE CONTRACTOR. THE TIMING OF SEEDING, PREPARING THE SEEDBED, APPLYING NUTRIENTS, MULCH AND OTHER MANAGEMENT ARE ESSENTIAL. LENGTH ACCORDING TO TABLE * AN EMBOSSED SEAL ARE NOT VALID. THE SEED APPLICATION RATES IN TABLE 4-3 OF THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, LATEST EDITION, ARE REQUIRED WHEN A REPORT OF COMPLIANCE IS PROVIDE APPROPRIATE TRANSITION REQUESTED PRIOR TO ACTUAL ESTABLISHMENT OF PERMANENT VEGETATION. UP TO 50% REDUCTION IN APPLICATION RATES MAY BE USED WHEN PERMANENT VEGETATION IS ESTABLISHED PRIOR TO REQUESTING A REPORT OF COMPLIANCE FROM THE DISTRICT. D1 DETAIL: FILTER BAG FOR TRENCH DEWATERING BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W.

ALL DOCUMENTS PREPARED BY HUDSON ENGINEERING, LLC ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED C1.10 SCALE: NTS TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON E X T E N S I ON S OF T HE P R O JE C T O R O N A N Y OT HE R THESE RATES APPLY TO ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION MEANS 80%

E X T E N S I ON S OF T HE P R O JE C T O R O N A N Y OT HE R THESE RATES APPLY TO ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION MEANS 80% VEGETATIVE COVER (OF THE SEEDED SPECIES) AND MOWED ONCE. PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION LENGTH ACCORDING TO TABLE * OR ADAPTATION BY HUDSON ENGINEERING, LLC FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE NOTE THIS DESIGNATION OF MOWED ONCE DOES NOT GUARANTEE THE PERMANENCY OF THE TURF SHOULD OTHER MAINTENANCE FACTORS BE NEGLECTED OR OTHERWISE MISMANAGED. RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO

HUDSON ENGINEERING, LLC; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS HUDSON ENGINEERING, *NOTE: 72 HOURS PRIOR TO ANY SOIL DISTURBANCE, NOTICE IN WRITING, SHALL BE GIVEN TO THE FREEHOLD SOIL CONSERVATION DISTRICT AND A PRE-CONSTRUCTION MEETING HELD. EXCESS LLC FROM ALL CLAIMS, DAMAGES, LOSSES AND EXISTING EXPENSES ARISING OUT OF OR RESULTING THEREFROM FLOW GROUNDS PUBLIC R.O.W. CONSTRUCTION SEQUENCE 1. INSTALL CONSTRUCTION ENTRANCE AND OTHER EROSION CONTROL MEASURES INCLUDING SILT FENCING - 1 WEEK