===== PAGE 1 ===== # PROPERTY OWNERS WITHIN 200' ## PROPERTY OWNERS LIST SUPPLIED BY THE TOWNSHIP OF JACKSON ON SEPTEMBER 8, 2022

NJ NATURAL GAS CO.P.O. BOX 1464WALL, NJ 07719JCP&L CO300 MADISON AVEMORRISTOWN, NJ 07932MONMOUTH CABLEVISION ASSOC.1501 18TH AVEWALL, NJ 07719VERIZON NEW JERSEY INC.777 PARKWAY AVETRENTON, NJ 08618D. KLEE; OWEN LITTLE & ASSOC.443 ATLANTIC CITY BLVD BEACHWOOD, NJ 08722OCEAN COUNTY PLANNING BOARD129 HOOPER AVETOMS RIVER, NJ 08753B: 22116-L: 2ARYEH ZEV GRUNEWALD7 MARYLOU CTMANALAPAN, NJ 07726B: 22401-L: 5498 WHITESVILLE ROAD LLC14 SOUTH HOPE CHAPEL RDJACKSON, NJ 08527B: 22401-L: 13THOMAS S & ANNIE SMITH520 WHITEVILLE RDJACKSON, NJ 08527B: 22401-L: 14534 WHITESVILLE LLC1609 MARTIN RDWALL, NJ 07753

B: 22401-L: 15534 WHITESVILLE LLC1609 MARTIN RDWALL, NJ 07753B: 22117-L: 8JACKSON TOWNSHIP MUA135 MANHATTAN STJACKSON, NJ 08527B: 22117-L: 7JACKSON TOWNSHIP MUA135 MANHATTAN STJACKSON, NJ 08527B: 22117-L: 4JACKSON TOWNSHIP MUA135 MANHATTAN STJACKSON, NJ 08527B: 22117-L: 6JACKSON TOWNSHIP MUA135 MANHATTAN STJACKSON, NJ 08527B: 22117-L: 5JACKSON TOWNSHIP MUA135 MANHATTAN STJACKSON, NJ 08527B: 22401-L: 8JUSTIN LACZYNSKI28 SECOND STBRICK, NJ 08724B: 22401-L: 9JUSTIN LACZYNSKI28 SECOND STBRICK, NJ 08724

B: 22401-L: 10JUSTIN LACZYNSKI28 SECOND STBRICK, NJ 08724B: 22401-L: 11JUSTIN LACZYNSKI28 SECOND STBRICK, NJ 08724B: 22401-L: 12JUSTIN LACZYNSKI28 SECOND STBRICK, NJ 08724B: 22501-L: 2OCEAN COUNTY 129 HOOPER AVETOMS RIVER, NJ 08753B: 22401-L: 6FELDCHILD LLLP313 AUTUMN RDLAKEWOOD, NJ 08701

UTILITIES NJ NATURAL GAS CO. P.O. BOX 1464 WALL, NJ 07719 JCP&L CO. 300 MADISON AVENUE MORRISTOWN, NJ 07932 MONMOUTH CABLEVISION ASSOCIATES 1501 18TH AVE WALL TOWNSHIP, NJ 07719 VERIZON NEW JERSEY INC. 777 PARKWAY AVE TRENTON, NJ 08618 # JACKSON TOWNSHIP OCEAN COUNTY, NEW JERSEY

# TAX AND ZONING MAP

SOURCE: TOWNSHIP OF JACKSON TAX MAP SCALE: 1"=250' - ZONE BOUNDARY

## ADA NOTES # PRELIMINARY/FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOTS 7-12 TOWNSHIP BOUNDARY ZONING DISTRICTS PM-1: PINELANDS MANUFACTURING ZONE ## COUNTY ROAD NOTES . SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 1:20 (5%) AND MAXIMUM CROSS SLOPE OF 1:48 (2%). PED-9: PLANNED ENVIRONMENTAL DEVELOPMENT C. CURB RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.3%). LANDINGS SHALL BE PROVIDED AT EACH END OF RAMP WITH A MAXIMUM SLOPE OF 1:48 (2%). 3. PARKING SPACES AND AISLES SHALL HAVE A MAXIMUM CROSS SLOPE OF 1:48 (2%) IN ANY DIRECTION. 4. CONTRACTOR SHALL REFER TO LATEST ADA GUIDELINES AND NEW JERSEY BARRIER FREE SUBCODE FOR CURRENT DESIGN AND SLOPE CRITERIA. I: INDUSTRIAL

1.	ANY UTILITY POLE TO BE RELOCATED WITHIN THE LIMITS OF THE PROPOSED ROAD WIDENING ON THE COUNTY ROAD ARE TO BE COMPLETED PRIOR TO THE ISSUANCE OF THE ROAD OPENING PERMIT FROM THE OCEAN COUNTY ENGINEER'S OFFICE.
2.	THE DEVELOPER IS REQUIRED TO OBTAIN A ROAD OPENING PERMIT FROM THE OCEAN COUNTY ENGINEERING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION OF ANY IMPROVEMENTS OR SOIL EROSION MEASURES WITHIN THE COUNTY RIGHT OF WAY.
3.	THE DEVELOPER SHALL OBTAIN A LETTER OF FINAL ACCEPTANCE FROM THE OCEAN COUNTY ENGINEER FOR THE COUNTY ROAD IMPROVEMENTS PRIOR TO THE ISSUANCE OF A TCO/CO FROM THE MUNICIPALITY AND RELEASE OF ANY BOND OR OTHER FINANCIAL SURETY POSTED WITH THE MUNICIPALITY FOR THE COMPLETION OF SAID IMPROVEMENT.
4.	COUNTY ROAD IMPROVEMENTS REQUIRED FOR THE PROJECT MUST HAVE BASE PAVEMENT COURSE INSTALLED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.

SHEET INDEX
1	COVER SHEET
2	EXISTING CONDITIONS AND DEMOLITION PLAN
3	LAYOUT PLAN
4	GRADING PLAN
5	DRAINAGE AND UTILITY PLAN
6	STORMWATER SYSTEM PROFILES
7	LANDSCAPE PLAN
8	LANDSCAPE NOTES AND DETAILS
9	WETLANDS BUFFER RESTORATION PLAN
10	LIGHTING PLAN
11	LIGHTING DETAILS
12	TREE MANAGEMENT PLAN
13	SOIL EROSION AND SEDIMENT CONTROL PLAN
14	SOIL EROSION AND SEDIMENT CONTROL NOTES
15-17	SOIL EROSION AND SEDIMENT CONTROL DETAILS
18	SEPTIC PLAN
19	SEPTIC DETAILS
20-23	CONSTRUCTION DETAILS
24	OCEAN COUNTY CONSTRUCTION DETAILS

IMPERVIOUS COVERAGE
BUILDING	21,135.00 SF
GRAVEL	54,445.64 SF
POROUS	35,702.54 SF
PAVEMENT	18,369.58 SF
CONCRETE	1,886.68 SF
TOTAL IMPERVIOUS	131,539.44 SF
PROPERTY AREA	264,594.00 SF
PERCENT IMPERVIOUS COVERAGE	49.71%

LOCATION MAP SOURCE: GOOGLE EARTH SCALE: 1"=250'

APPROVED BY THE JACKSON TOWNSHIP PLANNING BOARD AT THE MEETING OF: ___

CHAIRMAN	DATE
SECRETARY	DATE
ENGINEER	DATE

PM-1 (PINELANDS MANUFACTURING ZONE)	REQUIRED	EXISTING	PROPOSED*
MINIMUM LOT AREA	2 ACRES	6.38 ACRES	6.07 ACRES (4.17 AC EXCLUDING WETLANDS BUFFERS)
MINIMUM LOT FRONTAGE	200 FT	214.78 FT	214.75 FT
MINIMUM FRONT YARD SETBACK	60/100 FT	154.13 FT	113.34 FT
MINIMUM REAR YARD SETBACK	50 FT	606 FT	211.65 FT
MINIMUM SIDE YARD SETBACK	25 FT	59.54 FT	64.18 FT
MINIMUM TOTAL SIDE YARD	60 FT	236 FT	94.18 FT
MAX LOT COVERAGE	50%	5.6%	49.71%
MAX HEIGHT	50 FT	<50 FT	44.94 FT
PARKING AREA SETBACK FROM R.O.W.	20 FT	N/A	41.68 FT
PARKING AREA SETBACK ADJACENT NONRESIDENTIAL	10 FT	N/A	10 FT

##* AFTER ROW DEDICATION

PARKING REQUIREMENTS
PARKING ORDINANCE - §244-97	REQUIRED
BUSINESS OFFICES - 14,334 SF	1 PER 200 SF
TOTAL REQUIRED SPACES	72
STORAGE WAREHOUSE - 12,352 SF	1 PER 1,500 SF
TOTAL REQUIRED SPACES	9
EV MAKE READY	4
TOTAL PARKING
REQUIRED SPACES	81
EV MAKE READY CREDIT	(4)
ADJUSTED REQUIRED SPACES	77
TOTAL PROPOSED	97

## GENERAL NOTES ## GENERAL NOTES BLOCK 2240, LOTS 7-12. AS SHOWN ON TAX MAP 224. DATED 11-20-2018 JACKSON TOWNSHIP OCEAN COUNTY, NEW JERSEY 2. APPLICANT AND OWNER: 510 WHITESVILLE LLC 688 CROSS STREET, SUITE A LAKEWOOD NJ 08701 732-363-5252 3. ZONE: PM-1 (PINELANDS MANUFACTURING ZONE) 4. EXISTING USE: SINGLE FAMILY RESIDENTIAL, (1,835 SF FLOOR AREA) 5. PROPOSED USE: OFFICE AND WAREHOUSE 6. EXISTING CONDITIONS SHOWN BASED ON THE FOLLOWING PLANS: • BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY NEWLINES LAND CONSULTANTS LLC DATED 3/24/2021 LAST REVISED 2/05/2025 7. VERTICAL AND HORIZONTAL DATUM IS ASSUMED 8. GEOTECHNICAL INFORMATION SHOWN BASED ON A REPORT TITLED "PRELIMINARY SWM AREA EVALUATION PROPOSED REDEVELOPMENT 510 WHITESVILLE ROAD DATED" NOVEMBER 15, 2023, PREPARED BY WHITESTONE ASSOCIATES, INC. 9. IN ACCORDANCE WITH THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAPS THE SITE IS NOT LOCATED WITHIN A FLOODPLAIN. 10. WETLANDS AND BUFFERS SHOWN BASED ON PLAN TITLED "ENVIRONMENTAL CONSTRAINS PLAN". PREPARED BY PDS (PROFESSIONAL DESIGN SERVICES), L.L.C. DATED 01/19/23. 11. THE EXTENT OF THE WETLANDS TO THE SOUTHEAST OF THE SOUTH HAVE BEEN VERIFIED AND APPROVED PER PINELAND FILE No. 2014-0040.001. 12. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSE OF OBTAINING MUNICIPAL AND REGULATORY APPROVAL. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS ISSUED BY PERMITTING AUTHORITIES. 13. ARCHITECTURAL FOOTPRINTS AND DIMENSIONS SHOWN ARE SCHEMATIC. REFER TO ARCHITECTURAL PLAN FOR DETAILED BUILDING DESIGN, 14. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL STATE AND FEDERAL GOVERNING AUTHORITY. STANDARDS OF THE LOCAL STATE AND FEDERAL GOVERNING AUTHORITY. 5. DO NOT SCALE DRAWINGS WITH RESPECT TO EXISTING FEATURES. LOCATIONS OF FEATURES ARE 5. DO NOT SCALE DRAWINGS WITH RESPECT TO EXISTING FEATURES. LOCATIONS OF FEATURES ARE SCHEMATIC EXCEPT WHERE DIMENSIONS ARE SHOWN. SCHEMATIC EXCEPT WHERE DIMENSIONS ARE SHOWN. 16. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN CHANGES. 17. NO DEVELOPMENT, INCLUDING CLEARING AND LAND DISTURBANCE, IS PERMITTED IN WETLANDS AND WETLAND BUFFERS 8. ALL DISTURBED AREAS ARE TO BE STABILIZED IN ACCORDANCE WITH THE APPROVED SOIL EROSION AND SEDIEMNT CONTROL PLANS IMMEDIATELY AFTER UPON COMPLETION OF GRADING ACTIVITIES. SEDIEMNT CONTROL PLANS IMMEDIATELY AFTER UPON COMPLETION OF GRADING ACTIVITIES. 19. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY DEMOLISHED STRUCTURES, FILL, MATERIALS OR SOLID WASTE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL ITEMS AND FEATURES WHICH ARE TO REMAIN WHETHER SHOWN ON THE DRAWINGS OR NOT. 21. THE CONTRACTOR SHALL PROVIDE ALL SITE SAFETY MEASURES PER STATE OF NEW JERSEY UNIFORM CONSTRUCTION CODE AND OSHA REGULATIONS. 22.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CONSTRUCTION STAKE-OUT OF PROPERTY CORNERS, BUILDINGS AND SITE IMPROVEMENTS. 23. THE CONTRACTOR SHALL MAINTAIN AND PROTECT TRAFFIC AS REQUIRED DURING THE COURSE OF CONSTRUCTION IN SUCH A MANNER SATISFACTORY TO THE OWNER'S FIELD REPRESENTATIVE AND ANY OTHER AUTHORITY HAVING JURISDICTION. 24. THE CONTRACTOR SHALL, AT THEIR EXPENSE, REPAIR OR REPLACE ALL GROUND SURFACES, PAVEMENTS, SIDEWALKS, CURBS, ETC., WHICH ARE TO REMAIN AND WHICH MAY BECOME DISTURBED OR DAMAGED DUE TO THEIR OPERATION. 25. TRAFFIC SIGNAGE AND STRIPING SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AS PUBLISHED BY THE US DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. UTILITY NOTES: EXISTING UTILITY INFORMATION SHOWN ON THE PLANS HAS BEEN COMPILED FROM VARIOUS SOURCES. CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2. WATER SERVICE TO BE PROVIDED FROM EXISTING WATER MAINS LOCATED ALONG PROJECT FRONTAGE OWNED AND OPERATED BY JTMUA. 3. WATER MAINS THRUST BLOCKS ARE TO BE INSTALLED AT ALL WATER MAIN BENDS AND FITTINGS. 4. SANITARY SEWER SERVICE TO PROVIDED BY ON-SITE SEPTIC SYSTEM SANITARY SEWERS TO BE SDR-35 PVC EXCEPT AS NOTED ON PLANS. SEWER MAINS AND LATERALS TO BE INSTALLED WITH A MINIMUM OF THREE FEET OF COVER. 3. WATER AND SANITARY SEWER MAINS SHALL MAINTAIN A 10 FOOT SEPARATION. IF SEPARATION IS NOT POSSIBLE THE MAINS SHALL BE INSTALLED IN SEPARATE TRENCHES WITH THE SEWER MAIN INSTALLED A MINIMUM OF 18" BELOW THE WATER MAIN. OTHERWISE SANITARY SEWER TO BE INSTALLED USING DUCTILE IRON PIPE AND WATER TIGHT JOINTS. IRON PIPE AND WATER TIGHT JOINTS. 4. STORM SEWERS SHALL BE GASKETED CLASS III REINFORCED CONCRETE PIPE (RCP) GASKETED OR GASKETED HIGH DENSITY PLOYETHYLENE (HDPE)) AS SHOWN ON THE PLANS. INSTALLATION AND COVER SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. 5. ANY STORMWATER INFILTRATION BASIN LOCATED WITHIN SOIL WITH A PERMEABILITY RATE LESS THAN 20"/HOUR SHOULD HAVE 3' OF SOIL BENEATH THE BOTTOM OF THE BASIN REMOVED AND REPLACED BY SOIL WITH A PERMEABILITY RATE OF 20"/HOUR. 6. ALL ROOF LEADERS SHALL HAVE LEAF SCREEN PRETREATMENT DEVICES INSTALLED. 6. ALL ROOF LEADERS SHALL HAVE LEAF SCREEN PRE-TREATMENT DEVICES INSTALLED. 7. CONTRACTOR TO REVIEW TO DETERMINE IE OVERSIZED DRAINAGE STRUCTURES ARE REQUIRED 8. PIPE LENGTHS SHOWN ON PLANS ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. ELECTRIC, TELECOMMUNICATION AND GAS LINES TO BE INSTALLED UNDERGROUND PER UTILITY COMPANY REQUIREMENTS. UTILITY LAYOUTS SHOWN ON PLANS ARE SCHEMATIC. FINAL DESIGN PLANS TO BE COMPLETED BY UTILITY COMPANIES. ## PROJECT NOTES 1. TRASH AND RECYCLING WILL BE COLLECTED BY PRIVATE HAULLER JNOCCUPIED OPEN SPACE 99,041 SF (2.27 ACRE) ADDRESS SIGNAGE SHALL BE ERECTED AT THE ENTRANCE OF THE PROPOSED LOCATION ON WHITESVILL ROAD, AND VISIBLE FROM STREET VIEW. ADDRESS IDENTICIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS/ ALPHABETICAL LETTERS. EACH CHARACTER SHALL BE A MINIMUM OF 4 INCHES TALL AND MINIMUM WIDTH OF 1/2 INCH. 4. AN EMERGENCY KEY LOCK BOX SHALL BE INSTALLED ON EACH PROPOSED BUILDING, IN ACCORDANCE WITH THE TOWNSHIP OF JACKSON CODE CHAPETER 204. AT A LOCATION DETERMINED BY THE FIRE OFFICIAL. THE TOWNSHIP OF JACKSON CODE CHAPETER 204, AT A LOCATION DETERMINED BY THE FIRE OFFICIAL. 5. ALL REQUIRED FIRE SUPPRESION SYSTEM PLANS FOR THE PROPOSED BUILDINGS SHALL BE SUBMITTED AFTER ALL REQUIREMENTS NOTED BY UCC OFFICIALS ARE MET. ONCE SUBMITTED, THE BUREAU OF FIRE PREVENTION DIST. #2 OF JACKSON TOWNSHIP WILL REVIEW AND ADD OR CORRECT LOCATIONS FOR FIRE HYDRANTS. 6. LIGHTWEIGHT TRUSS SIGNS SHALL BE PERMANENTLY AFFIXED TO THE LEFT OF THE MAIN ENTRANCE DOOR OF EACH PROPOSED BUILDING AT A HEIGHT BETWEEN FOUR AND SIX FEET ABOV ETHE GROUND. 7. THE PROPOSED BUILDINGS SHALL MEET THE REQUIREMENTS FOR IFC SECTION 510. ALL TESTING RESULTS SHALL BE SUBMITTED TO THE BUREAU OF FIRE PREVENTION DIST. #2 OF THE JACKSON TOWNSHIP. ALL TESTING AND INSTALLATION OF A REQUIRED BI-DIRECTIONAL AMPLIFIER SYSTEM SHALL BE DONE IN CONSULTATION OF THE BUREAU OF FIRE PREVENTION DIST. #2 OF THE JACKSON TOWNSHIP AND THE OCEAN COUNTY DIVISION OF WIRELESS TECHNOLOGY. 8. EACH PROPOSED UNIT SHALL BE LABELED WITH THE UNIT NUMBER ON THE EXTERIOR OF BOTH THE FRONT AND REAR, IF APPLICABLE, EGRESS DOORS. . ALL GAS AND ELECTRIC METERS SHALL BE LABELED CORRESPONDING TO THE BUSINESS TENANT UNIT NUMBERS. POWER DISCONNECTS SHALL BE PROVIDED FOR ALL PROPOSED SPACES, MARKED WITH APPROPRIATE SIGNAGE, AND EQUIPPED WITH ONE KNOX REMOTE POWER BOX (RED) WITH A DUAL KEY DISCONNECT PER MAIN POWER SOURCE FEEDING THE EV CHARGING STATIONS. THE DISCONNECT SHALL BE MOUNTED AT T A HEIGHT OF 60" FROM GRADE. A SIGN WITH RED BACKROUND AND 2" WHITE REFLECTIVE LETTERING STATING "FD EMERGENCY SHUTOFF- ELECTRIC VEHICLE CHARGING STATION" SHALL BE INSTALLED AT EACH DISCONNECT. 1. DURING CONSTRUCTION THE DEVELOPER OR GENERAL CONTRACTOR SHALL COMPLY WITH THE NJ UFC CHAPTER 33 FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION, IN PARTICULAR, BUT NOT LIMITED TO, FIRE ACCESS TO THE SITES UNDER CONSTRUCTION, HOT WORK OPERATIONS, APPROVED SMOKING AREA, FLAMMABLE GASES, TEMPORARY HEATING EQUIPMENT, FLAMMABLE AND COMBUSTIBLE LIQUIDS, WATER SUPPLY, AND ANY OTHER PRECAUTIONS AGAINST FIRE, AS REQUIRED BY THE FIRE OFFICIAL. 2. SOIL IMPORT (IF REQUIRED) SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 364 (SOIL/FILIPORTATION). 3. ALL SITE LIGHTING WILL BE ADJUSTED AS MAY BE DIRECTED BY THE TOWNSHIP/INSPECTING ENGINEER SHOULD UNANTICPATED OFFSITE LIGHTING IMPACTS RESULT FROM THE DEVELOPMENT WHICH IS PROPOSED. 4. ADDITIONAL LANDSCAPE PLANTINGS WILL BE PROVIDED AS MAY BE DIRECTED BY THE INSPECTING ENGINEER SHOULD THE PRESERVATION OF EXISTING VEGETATION BE INADEQUATE TO PROVIDE PROPER SCREENING. SCREENING. 15. THE SITE WILL REQUIRE 1725.71 CY OF FILL. WAIVERS OR VARIANCES ARE REQUIRED FROM THE FOLLOWING ORDINANCE SECTIONS AS DETERMINED BY THE BOARD: § 244-203A WHERE SIDEWALKS SHALL BE REQUIRED ALONG ALL STREET FRONTAGES AND THERE IS NO SIDEWALK PROPOSED ALONG WHITESVILLE ROAD. § 244-197H WHERE ALL PARKING AREAS SHALL PROVIDE PAVEMENT, WHEREAS THE PARKING AREAS AND CIRCULATION AISLES AT THE REAR OF THE SITE IS GRAVEL WITH PORTIONS OF POROUS PAVEMENT § 244-197J-(2)-(a)-(2)-(c) WHERE NO PARKING SHALL UTILIZE THE REQUIRED ENTRANCE AND EXIT DRIVES OR MAJOR CIRCULATION DRIVES AS PARKING ACCESS AISLES, WHEREAS THE PARKING ALONG THE NORTH PROPERTY LINE ACCESSES THE MAIN CIRCULATION DRIVE. § 244-197J-(1)-(f) WHERE LIGHTING IS REQUIRED FOR ALL PARKING LOTS AND SHALL PROVIDE A MINIMUM LIGHTING LEVEL OF 0.5 FOOTCANDLES THROUGHOUT THE PARKING AREA AND ACCESS DRIVES, WHEREAS NO LIGHTING IS PROPOSED FOR THE VEHICLE PARKING AREA FOR THE WAREHOUSE, THE CIRCULATION DRIVES, AND THE AREA FOR THE OUTDOOR STORAGE.

3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER. ## Civil Core CONSULTING CIVIL CORE CONSULTING, LLC 1969 RUTGERS UNIVERSITY BLVD. LAKEWOOD, NJ 08701 NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400 PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY NEW JERSEY ## DRAWING TITLE:

COVER SHEET

PROJECT NO. 23089	DATE 01/22/25	DRAWN BY HH	CHECKED BY YP
	Digitally signed by Yosef Portnoy Date: 2026.01.19 11:33:34-05'00'		SCALE AS NOTED
			SHEET NO. 1 OF 24
	YOSEF PORTNOY LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593

===== PAGE 2 =====

		Digitally signed by Yosef Portnoy Date: 2026.01.19 -11:33:40.05'00" PORTNOY LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593		SHEET NO. 2 OF 24

===== PAGE 3 =====

PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY
DRAWING TITLE: LAYOUT PLAN
PROJECT NO. 23089	DATE 01/22/25	DRAWN BY AY	CHECKED BY YP
			SCALE AS NOTED
STATE OF NEW JERSEY SFF POR OGE55583		Digitally signed by Yosef Portnoy Date: 2026.01.19 11:33:46-05'00'	SHEET NO. 3 OF 24
LICENSED PROFESSIONAL ENGINEER YOSEF PORTNOY LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593

PAVEMENT LEGEND
	POROUS ASPHALT PAVEMENT
	HEAVY DUTY ASPHALT PAVEMENT
	OCEAN COUNTY ASPHALT PAVEMENT
	STANDARD ASPHALT PAVEMENT
	GRAVEL

3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINA AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

E Civil Core

===== PAGE 4 =====

NOTE: THE SOIL BENEATH INFILTRATION BASINS LISTED LISTED BELOW SHALL BE REMOVED AND REPLACED SUITABLE BY K5 SOILS WITH A PERMEABILITY OF 20 IN/HR. THE REPLACEMENT LAYER SHALL BE 3 FT DEEP BELOW THE BOTTOM OF THE BASIN, AND SHALL EXTEND UP TO ELEVATION OF THE LOWEST OUTLET WITHIN EACH BASIN.

BASIN	BOTTOM OF SOIL REPLACEMENT (3' BELOW BASIN BOTTOM)	TOP OF SOIL REPLACEMENT (LEVEL OF LOWEST OUTLET)
BASIN 6	ELEV. 90.00	ELEV. 94.70
BASIN 11	ELEV. 93.32	ELEV. 97.81
BASIN 12	ELEV. 94.00	ELEV. 99.00

SCALE: 1" = 30' N! ⊕! N

3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY

PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY
DRAWING TITLE: GRADING PLAN
PROJECT NO. 23089	DATE 01/22/25	DRAWN BY HH	CHECKED BY
			SCALE AS NOTED
Digitally signed by Yosef Portnoy Date: 2026.01.19 11:34:04-05'00'			SHEET NO. 4 OF 24
TOSEL PORTNOY LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593

===== PAGE 5 =====

N

SCALE: 1" = 30' Feet

===== PAGE 6 =====

PROFILE OF STORM NETWORK 6-2-1 HORIZONTAL : 1" = 30' VERTICAL : 1" = 3'

(P-12) 18" HDPE INV: 93.30 PROFILE OF STORM NETWORK 6-2 HORIZONTAL : 1" = 30' VERTICAL : 1" = 3' -S-81 (OCS 6) GRATE: 97.00 INV.(OUT): 95.20 (P-81)

PROFILE OF STORM NETWORK POA1 HORIZONTAL : 1" = 30' VERTICAL : 1" = 3'

PROFILE OF STORM NETWORK 11-1 HORIZONTAL : 1" = 30' VERTICAL : 1" = 3'

PROFILE OF STORM NETWORK 11-2 HORIZONTAL : 1" = 30' VERTICAL : 1" = 3'

PROFILE OF STORM NETWORK 12-1 HORIZONTAL : 1" = 30' VERTICAL : 1" = 3' PROFILE OF STORM NETWROK 11-3 HORIZONTAL : 1" = 30' VERTICAL : 1" = 3'

===== PAGE 7 =====

## PLANT SCHEDULE

EVERGREEN TREES\nJVES	QTY\n16	BOTANICAL / COMMON NAME\nJUNIPERUS VIRGINIANA 'EMERALD SENTINEL' / EMERALD SENTINEL CEDAR	SIZE\n6-7"	CONTAINER\nB+B
SHADE TREES	QTY	BOTANICAL / COMMON NAME	SIZE	CONTAINER
ARA	7	ACER RUBRUM 'ARMSTRONG' / ARMSTRONG RED MAPLE	2-2 1/2" CAL.	B+B
AROG	7	ACER RUBRUM 'OCTOBER GLORY' / OCTOBER GLORY MAPLE	2-2 1/2" CAL.	B+B
LSR	8	LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' / SEEDLESS SWEETGUM	2-2 1/2" CAL.	B+B
NSW	8	NYSSA SYLVATICA 'WILDFIRE' / BLACK GUM	2-2 1/2" CAL.	B+B
ORNAMENTAL TREES	QTY	BOTANICAL / COMMON NAME	SIZE	CONTAINER
BN	4	BETULA NIGRA / RIVER BIRCH	2-2 1/2" CAL.	B+B
EVERGREEN SHRUBS	QTY	BOTANICAL / COMMON NAME	SIZE	CONTAINER
IGC	65	ILEX GLABRA 'COMPACTA' / COMPACT INKBERRY	24-30"	B+B
IGSB	18	ILEX GLABRA 'STRONG BOX' / STRONGBOX INKBERRY HOLLY	18-24"	3 GAL.
JHBH	53	JUNIPERUS HORIZONTALIS 'BAR HARBOR' / BAR HARBOR CREEPING JUNIPER	15-18" SPRD.	3 GAL.
DECIDUOUS SHRUBS	QTY	BOTANICAL / COMMON NAME	SIZE	CONTAINER
AM	13	ARONIA MELANOCARPA / LOW SCAPE MOUND ARONIA	15-18"	1 GAL.
CS	13	CORNUS SERICEA / RED TWIG DOGWOOD	30-36"	B+B
IV	6	ILEX VERTICILLATA / WINTERBERRY	24-30"	5 GAL.
MP	28	MYRICA PENSYLVANICA / NORTHERN BAYBERRY	30-36"	B+B
VOC	25	VIBURNUM OPULUS 'COMPACTUM' / COMPACT CRANBERRYBUSH	36-42"	B+B
ORNAMENTAL GRASSES	QTY	BOTANICAL / COMMON NAME	SIZE	CONTAINER
CP	26	CAREX PENSYLVANICA / PENNSYLVANIA SEDGE	9-12"	1 GAL.
PV	21	PANICUM VIRGATUM / SWITCH GRASS	24-30"	2 GAL.
SH	52	SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED	18-24"	2 GAL.
PERENNIALS	QTY	BOTANICAL / COMMON NAME	SIZE	CONTAINER
AH	21	AMSONIA HUBRICHTII / ARKANSAS BLUE-STAR	24-30"	2 GAL.
GROUND COVERS	QTY	BOTANICAL / COMMON NAME	SIZE	CONTAINER
RAGL	63	RHUS AROMATICA 'GRO-LOW' / GRO-LOW FRAGRANT SUMAC	15-18"	2 GAL.

## SEEDING SPECIFICATIONS 1. TOPSOIL SHALL BE TILLED, FINE GRADED, AND RAKED FREE OF ALL DEBRIS LARGER THAN 1" IN DIAMETER. ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN. 2. CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIOR TO APPLICATION OF SEED.

GENERAL LOW MAINTENANCE SEED MIX (#8)

SEED MIXTURE	LBS/ACRE	LBS/1,000 S.F.
FINE FESCUE (BLEND)\nHARD FESCUE\nSTRONG CREEPING RED FESCUE\nKENTUCKY BLUEGRASS\nPERENNIAL RYEGRASS\nWHITE CLOVER	75\n75\n10\n10\n5	2.1\n.25\n.25\n.10	OPTIMAL PLANTING DATES\nZONE 5B & 6A = 3/15-5/31\nZONE 6B = 3/1-4/30\nZONE 7A & 7B = 2/1-4/30\nZONE 8/15-10/30

## MAINTENANCE LEVEL (B) FREQUENT MOWING (4-7 DAYS), OCCASIONAL FERTILIZATION, LIME AND WEED CONTROL (C) PERIODIC MOWING (7-14 DAYS), OCCASIONAL FERTILIZATION AND LIME (D) INFREQUENT OR NO MOWING, FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT SEED SHALL BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. ONCE APPLIED, FIRM THE SOIL WITH A CORRUGATED LAWN ROLLER TO PROMOTE SEED-TO-SOIL CONTACT. 5. APPLY UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR SALT HAY TO ALL SEEDED AREAS AT THE RATE OF 1 1/2 - 2 TONS PER ACRE OR 70-90 POUNDS PER 1,000 S.F. SPREAD MULCH SO THAT APPROXIMATELY 85% OF THE SOIL SURFACE IS COVERED. ANCHORING OF MULCH SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS: PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH-BINDER. 6. IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 1/4 INCH OF WATER TWICE A DAY (NOT DURING PERIODS OF INTENSE SUN) UNTIL VEGETATION IS WELL ESTABLISHED. ### ERNST SEED CO. SEED MIX SEEDING SPECIFICATIONS SITE PREPARATION INVASIVE SPECIES, PARTICULARLY THOSE THAT WILL ADAPT TO WET CONDITIONS, SHOULD BE REMOVED OR SPRAYED BEFORE THEY BECOME INCORPORATED INTO THE SITE. NORMAL VEGETATION CAN BE WORKED INTO THE TOPSOIL, WHICH SHOULD BE STOCKPILED UNTIL THE FINAL GRADE HAS BEEN ESTABLISHED. WITH THE ENGINEER'S SPECIFICATIONS AND DIMENSIONS IN HAND, ON-SITE CONSTRUCTION OF THE BERM AND OUTLETS MUST BE EXECUTED CAREFULLY IN ORDER TO MAINTAIN STRUCTURAL INTEGRITY. THE INFILTRATION AND PLANT GROWTH AREAS SHOULD BE LOOSE AND FRIABLE, HIGH IN ORGANIC MATTER, AND COMPLETED WITHOUT COMPACTIONS FROM HEAVY EQUIPMENT. BY USING THE "DIG AND DROP" METHOD, ONE CAN USE AN EXCAVATOR TO DIG AND DROP EACH AREA OF THE BOTTOM SOIL IN A LOOSE MANNER. AT THIS POINT, ONE CAN INCORPORATE LIME, COMPOSTED LEAVES, AND/OR GRASS CLIPPINGS. THE EXCAVATION MACHINE DOES NOT MOVE OVER THE FINISHED SURFACE, THUS AVOIDING UNNECESSARY COMPACTION. NATIVE VEGETATION CAN BE PLANTED OR SEEDED OVER THIS UNEVEN, ABSORBENT SURFACE. SEEDING AND PLANTING METHODS SEEDING AND PLANTING SHOULD BEGIN IMMEDIATELY UPON COMPLETION OF THE STRUCTURE WHEN THE SOIL IS STILL FRIABLE AND BEFORE INVASIVE WEEDS EMERGE. PLAN SEEDING AND PLANTING BEFORE THE BASIN IS FLOODED, OR ALLOW THE BASIN TO DRAIN TO A FEW INCHES BEFORE SEEDING. BROADCAST SEED EVENLY OVER EACH UNIT BY HAND SEEDING OR HYDROSEEDING. SEEDING RATES ARE GENERALLY LOW (1/2 LB PER 1,000 SQ FT). THE USE OF A SEED FILLER; I.E., PAM-12, CAN BE USED TO CREATE A MIX OF 10 LB PER 1,000 SQ FT (I.E., 9-1/2 LB OF PAM-12 MIXED WITH 1/2 LB OF SEED), WHICH CAN BE BROADCAST EVENLY OVER THE AREA. BARLEY, OATS, OR RYE CAN PROVIDE TEMPORARY VEGETATION TO PROTECT THE SOIL IN STORM WATER MANAGEMENT FACILITIES UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. THE USE OF NATIVE SPECIES; I.E., VIRGINIA WILD RYE, CAN CREATE AN INTERMEDIATE VEGETATIVE COVER THAT SUCCEED TO NATIVE LONG-TERM VEGETATION. STRAW MULCH OR STRAW COCONUT MATS ARE FREQUENTLY USED TO CONTROL EROSION AND PROTECT EMERGING SEEDLINGS FROM EXTREME TEMPERATURES AND DRYING OUT. MULCH SHOULD BE SPARSE TO ALLOW SUNLIGHT TO REACH THE GROUND. TRANSPLANTED SEEDLINGS AND SHRUBS NEED TEMPORARY WATER UNTIL THEY BECOME WELL ROOTED. IRRIGATION OF SEEDED AREAS IS OF VALUE UNTIL SEEDLINGS BECOME ESTABLISHED. GENERAL MAINTENANCE IN ADDITION TO STRUCTURAL MAINTENANCE, SILTATION NEEDS TO BE REMOVED AS NEEDED. PLANTS NEED TO BE TRIMMED BACK TO MAINTAIN AESTHETIC VALUE AND INVASIVE SPECIES NEED TO BE CONTROLLED. CLOSE MOWING OR EXTENSIVE CHEMICAL USE IS NOT CONDUCIVE TO WATER OUALITY IMPROVEMENT AND WILDLIFE HABITAT. ## NOTES 1. ALL TREE STUMPS AND OTHER TREE PARTS OR OTHER DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH THE LAW. NO TREE STUMPS, PORTIONS OF A TREE TRUNK OR LIMBS SHALL BE BURIED ANYWHERE IN THE DEVELOPMENT. 2. THE DEVELOPER SHALL SELECTIVELY THIN OR REMOVE ALL DEAD OR DYING VEGETATION, EITHER STANDING OR FALLEN, AND SHALL REMOVE, INCLUDING GRUBBING OUT STUMPS, ALL UNDESIRABLE TREES AND OTHER GROWTH. 3. NO TOPSOIL SHALL BE REMOVED FROM THE SITE OR USED AS SPOIL. ALL REGRADED AREAS AND ALL LAWN AREAS SHALL BE COVERED BY FOUR INCH MINIMUM THICKNESS OF TOPSOIL.

ANY EXCAVATING WITHIN PROTECTED ROOT ZONE MUST BE HAND DUG. CONTRACTOR SHALL NOT CUT ANY ROOTS AND/OR BRANCHES UNLESS APPROVED BY LANDSCAPE ARCHITECT.

## NOTES: 1) PROTECTIVE FENCE TO BE REMOVED AFTER CONSTRUCTION 2) ALL EXPOSED ROOT STUBS AND ROOTS ARE TO BE BACK FILLED WITH APPROVED TOPSOIL. 3) DBH IS THE DIAMETER OF TREE AT BREAST HEIGHT, MEASURED 4.5' ABOVE GROUND ON UPHILL SIDE OF TREE, EXPRESSED IN INCHES 4) ESTIMATE A TREE'S PROTECTED ROOT ZONE (PRZ) BY CALCULATING THE CRITICAL ROOT RADIUS (CRR) 4)1) CRR = DBH × 1.5 FT FOR OLDER, UNHEALTHY OR SENSITIVE SPECIES 4)2) CRR = DBH × 1.0 FT FOR YOUNGER, HEALTHY OR TOLERANT SPECIES ## TREE PROTECTION DETAIL NOT TO SCALE

3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY

CIVIL CORE CONSULTING, LLC\n1969 RUTGERS UNIVERSITY BLVD.\nKEWOOD, NJ 08701\nNJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400
PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY
DRAWING TITLE: LANDSCAPE PLAN
PROJECT NO. 23089	DATE 01/22/25	DRAWN BY HH	CHECKED BY
			SCALE
Digitally signed by Yosef Portnoy Date: 2026.01.19 11:34:25-05'00'			SHEET NO. 7
YOSEF PORTNOY			OF
LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593			24

===== PAGE 8 ===== REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 DECIDUOUS TREE PLANTING & ARBORTIE DETAIL NOT TO SCALE ### LANDSCAPE SPECIFICATIONS 1. QUALITY OF WORK AND MATERIALS 6. SOIL AMENDMENTS

THE THE GROUNDS OF THE KOT

THE THE GROUNds of the KOT

THE THE GRO

A. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH THESE SPECIFICATIONS, APPROVED OR FINAL DRAWINGS, AND INSTRUCTIONS PROVIDED BY THE PROJECT LANDSCAPE ARCHITECT, MUNICIPAL OFFICIALS, OR OWNER/OWNER'S REPRESENTATIVE. ALL WORK COMPLETED AND MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH THE INTENTION OF THE SPECIFICATIONS, DRAWINGS, AND INSTRUCTIONS AND EXECUTED WITH THE STANDARD LEVEL OF CARE FOR THE LANDSCAPE INDUSTRY. ### 2. WEATHER CONDITIONS A. WORK MUST BE CARRIED OUT ONLY DURING WEATHER CONDITIONS FAVORABLE TO LANDSCAPE CONSTRUCTION AND TO THE HEALTH AND WELFARE OF PLANTS. THE SUITABILITY OF SUCH WEATHER CONDITIONS SHALL BE DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT OR GOVERNING MUNICIP OFFICIAL. ### 3. SAMPLES A. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR, BEFORE ORDERING OR PURCHASING MATERIALS, TO PROVIDE SAMPLES OF THOSE MATERIALS TO THE PROJECT LANDSCAPE ARCHITECT OR GOVERNING MUNICIPAL OFFICIAL FOR APPROVAL, IF SO REQUESTED. B. THE LANDSCAPE CONTRACTOR IS TO SUBMIT CERTIFICATION TAGS FROM TREES, SHRUBS AND SEED VERIFYING TYPE AND PURITY. ### 4. NOTIFICATION OF DELIVERY A. UNLESS OTHERWISE AUTHORIZED BY THE PROJECT LANDSCAPE ARCHITECT OR GOVERNING MUNICIPAL OFFICIAL, THE LANDSCAPE CONTRACTOR SHALL PROVIDE NOTICE AT LEAST FORTY-EIGHT HOURS (48 HRS.) IN ADVANCE OF THE ANTICIPATED DELIVERY DATE OF ANY PLANT MATERIALS TO THE PROJECT SIT A LEGIBLE COPY OF THE INVOICE, SHOWING VARIETIES AND SIZES OF MATERIALS INCLUDED FOR EACH SHIPMENT SHALL BE FURNISHED TO THE PROJECT LANDSCAPE ARCHITECT, OR GOVERNING MUNICIPAL OFFICIAL. B. THE PROJECT LANDSCAPE ARCHITECT OR GOVERNING MUNICIPAL OFFICIAL RESERVES THE RIGHT TO INSPECT AND REJECT PLANTS AT ANY TIME AND AT ANY PLACE. ### 5. PROTECTION OF EXISTING VEGETATION A. BEFORE COMMENCING WORK, ALL EXISTING VEGETATION WHICH COULD BE IMPACTED AS A RESULT OF THE PROPOSED CONSTRUCTION ACTIVITIES MUST BE PROTECTED FROM DAMAGE BY THE INSTALLATION OF TREE PROTECTION FENCING. FENCING SHALL BE LOCATED AT THE PROTECTED ROOT ZONE OR THE LIMIT OF DISTURBANCE AS DEPICTED WITHIN THE APPROVED OR FINAL PLAN SET, ESTABLISHING THE TREE PROTECTION ZONE. FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH THE PROVIDED "TREE PROTECTION FENCE DETAIL." NO WORK MAY BEGIN UNTIL THIS REQUIREMENT IS FULFILLED. THE FENCING SHALL BE INSPECTED REGULARLY BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. B. IN ORDER TO AVOID DAMAGE TO ROOTS, BARK OR LOWER BRANCHES, NO VEHICLE, EQUIPMENT, DEBRIS, OR OTHER MATERIALS SHALL BE DRIVEN, PARKED OR PLACED WITHIN THE TREE PROTECTION ZONE. ALL ON-SITE CONTRACTOR'S SHALL USE ANY AND ALL PRECAUTIONARY MEASURES WHEN PERFORMING WORK AROUND TREES, WALKS, PAVEMENTS, UTILITIES, AND ANY OTHER FEATURES EITHER EXISTING OR PREVIOUSLY INSTALLED UNDER THIS CONTRACT. C. IN RARE INSTANCES WHERE EXCAVATING, FILL, OR GRADING IS REQUIRED WITHIN THE PROTECTED ROOT ZONE OF TREES TO REMAIN, THE WORK SHALL BE PERFORMED AS FOLLOWS: 1. TRENCHING: WHEN TRENCHING OCCURS AROUND TREES TO REMAIN, THE TREE ROOTS SHALL NOT BE CUT, BUT THE TRENCH SHALL BE TUNNELED UNDER OR AROUND THE ROOTS BY CAREFUL HAND DIGGING AND WITHOUT INJURY TO THE ROOTS. NO ROOTS, LIMBS, OR WOODS ARE TO HAVE ANY PAINT OR MATERIAL APPLIED TO ANY SURFACE. 2. RAISING GRADES: WHEN THE GRADE AT AN EXISTING TREE IS BELOW THE NEW FINISHED GRADE, AND FILL NOT EXCEEDING 6 INCHES (6") IS REQUIRED, CLEAN, WASHED GRAVEL FROM ONE TO TWO INCHES (1" - 2") IN SIZE SHALL BE PLACED DIRECTLY AROUND THE TREE TRUNK. THE GRAVEL SHALL EXTEND OUT FROM THE TRUNK ON ALL SIDES A MINIMUM OF 18 INCHES (18") AND FINISH APPROXIMATELY TWO INCHES (2") ABOVE THE FINISH GRADE AT TREE. INSTALL GRAVEL BEFORE ANY EARTH FILL IS PLACED. NEW EARTH FILL SHALL NOT BE LEFT IN CONTACT WITH THE TRUNK OF ANY TREE REQUIRING FILL. WHERE FILL EXCEEDING 6 INCHES (6") IS REQUIRED, A DRY LAID TREE WELL SHALL BE CONSTRUCTED. IF APPLICABLE, TREE WELL INSTALLATION SHALL BE IN ACCORDANCE WITH THE PROVIDED "TREE WELL DETAIL." 3. LOWERING GRADES: EXISTING TREES LOCATED IN AREAS WHERE THE NEW FINISHED GRADE IS TO BE LOWERED, SHALL HAVE RE-GRADING WORK DONE BY HAND TO THE INDICATED ELEVATION, NO GREATER THAN SIX INCHES (6"). ROOTS SHALL BE CUT CLEANLY THREE INCHES (3") BELOW FINISHED GRADE UNDER THE DIRECTION OF A LICENSED ARBORIST. WHERE CUT EXCEEDING 6 INCHES (6") IS REQUIRED, A DRY LAID RETAINING WALL SHALL BE CONSTRUCTED. IF APPLICABLE, THE RETAINING WALL INSTALLATION SHALL BE IN ACCORDANCE WITH THE PROVIDED "TREE RETAINING WALL DETAIL." A. LANDSCAPE CONTRACTOR SHALL OBTAIN A SOIL TEST OF THE IN-SITU TOPSOIL BY A CERTIFIED SOIL LABORATORY PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL ALLOW FOR A TWO WEEK TURNAROUND TIME FROM SUBMITTAL OF SAMPLE TO NOTIFICATION OF RESULTS. B. BASED ON SOIL TEST RESULTS, ADJUST THE RATES OF LIME AND FERTILIZER THAT SHALL BE MIXED INTO THE TOP SIX INCHES (6") OF TOPSOIL. THE LIME AND FERTILIZER RATES PROVIDED WITHIN THE "SEED SPECIFICATION" OR "SOD SPECIFICATION" IS APPROXIMATE AND FOR BIDDING PURPOSES ONLY. IF ADDITIONAL AMENDMENTS ARE NECESSARY, ADJUST THE TOPSOIL AS FOLLOWS: MODIFY HEAVY CLAY OR SILT SOILS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) OR GYPSUM. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. ### 7. TOPSOIL A. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL TOPSOIL OF LOAMING CHARACTER, WITHOUT ADMIXTURE OF SUBSOIL MATERIAL OBTAINED FROM A WELL-DRAINED ARABLE SITE, FREE FROM ALL CLAY, LUMPS, COARSE SANDS, STONES, PLANTS, ROOTS, STICKS, AND OTHER FOREIGN MATERIAL GREATER THAN ONE INCH (1"). B. TOPSOIL SHALL HAVE A PH RANGE OF 5.0-7.0 AND SHALL NOT CONTAIN LESS THAN 6% ORGANIC MATTER BY WEIGHT. C. OBTAIN TOPSOIL ONLY FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT THE PROJECT SITE. D. CONTRACTOR SHALL PROVIDE A SIX INCH (6") DEEP LAYER OF TOPSOIL IN ALL PLANTING AREAS. TOPSOIL SHALL BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN SOIL CONDITIONS. ### 8. FINISHED GRADING A. UNLESS OTHERWISE NOTED IN THE CONTRACT, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBED AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE SUB-GRADE ELEVATION MEETS THE FINISHED GRADE ELEVATION (LESS THE REQUIRED TOPSOIL), IN ACCORDANCE WITH THE APPROVED OR FINAL GRADING PLAN. C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THE APPROVED OR FINAL CONSTRUCTION SET UNLESS OTHERWISE DIRECTED BY THE PROJECT LANDSCAPE ARCHITECT OR MUNICIPAL OFFICIAL. D. ALL PLANTING AND LAWN AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW A FREE FLOW OF SURFACE WATER. ### 9. LAWN (SEED OR SOD) A. SEED MIXTURE SHALL BE FRESH, CLEAN, NEW CROP SEED. SOD SHALL BE STRONGLY ROOTED, UNIFORM IN THICKNESS, AND FREE OF WEEDS, DISEASE, AND PESTS. B. SEED OR SOD SHALL BE PURCHASED FROM A RECOGNIZED DISTRIBUTOR AND SHALL BE COMPOSED OF THE MIX OR BLEND WITHIN THE PROVIDED "SEED SPECIFICATION" OR "SOD SPECIFICATION." C. REFERENCE LANDSCAPE PLAN FOR AREAS TO BE SEEDED OR LAID WITH SOD. D. SEEDING SHALL NOT BE PERFORMED IN WINDY WEATHER. IF THE SEASON OF THE PROJECT COMPLETION PROHIBITS PERMANENT STABILIZATION, TEMPORARY STABILIZATION SHALL BE PROVIDED IN ACCORDANCE WITH THE "TEMPORARY SEEDING SPECIFICATION." E. PROTECT NEW LAWN AREAS AGAINST TRESPASSING WHILE THE SEED IS GERMINATING. FURNISH AND INSTALL FENCES, SIGNS, BARRIERS OR ANY OTHER NECESSARY TEMPORARY PROTECTIVE DEVICES. DAMAGE RESULTING FROM TRESPASS, EROSION, WASHOUT, SETTLEMENT OR OTHER CAUSES SHALL BE REPAIRED BY THE LANDSCAPE CONTRACTOR AT HIS EXPENSE. REMOVE ALL FENCES, SIGNS, BARRIERS OR OTHER TEMPORARY PROTECTIVE DEVICES ONCE LAWN HAS BEEN ESTABLISHED. ### 10. PLANT QUALITY A. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014) OR LATEST REVISION AS PUBLISHED BY AMERICANHORT. B. IN ALL CASES, BOTANICAL NAMES LISTED WITHIN THE APPROVED OR FINAL PLANT LIST SHALL TAKE PRECEDENCE OVER COMMON NAMES. C. ALL PLANTS SHALL BE OF SELECTED SPECIMEN QUALITY, EXCEPTIONALLY HEAVY, TIGHTLY KNIT, SO TRAINED OR FAVORED IN THEIR DEVELOPMENT AND APPEARANCE AS TO BE SUPERIOR IN FORM, NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY. ALL PLANTS SHALL HAVE A NORMAL HABIT OR SOUND, HEALTHY, VIGOROUS PLANTS WITH WELL DEVELOPED ROOT SYSTEM. PLANTS SHALL BE FREE OF DISEASE, INSECT PESTS, EGGS OR LARVAE. D. PLANTS SHALL NOT BE PRUNED BEFORE DELIVERY. TREES WITH ABRASION OF THE BARK, SUNSCALDS, DISFIGURING KNOTS OR FRESH CUTS OF LIMBS OVER ONE AND ONE-FOURTH INCHES (1-1/4") WHICH HAVE NOT COMPLETELY CALLOUSED SHALL BE REJECTED. E. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH AND BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. F. THE ROOT SYSTEM OF EACH PLANT SHALL BE WELL PROVIDED WITH FIBROUS ROOTS. ALL PARTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL-BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. G. ALL PLANTS DESIGNATED BALL AND BURLAP (B&B) MUST BE MOVED WITH THE ROOT SYSTEM AS SOLID UNITS WITH BALLS OF EARTH FIRMLY WRAPPED WITH BURLAP. THE DIAMETER AND DEPTH OF THE BALLS OF EARTH MUST BE SUFFICIENT TO ENCOMPASS THE FIBROUS ROOT FEEDING SYSTEMS NECESSARY FOR ARBORTIE NOTES: 1. SPECIFIED ARBORTIE GREEN (OR WHITE) STAKING AND GUYING MATERIAL IS TO BE FLAT WOVEN POLYPROPYLENE MATERIAL. 3/4" (19.05MM) WIDE 900 LB. BREAK STRENGTH. 2. ARBORTIE SHALL BE FASTENED TO STAKES IN A MANNER WHICH PERMITS TREE MOVEMENT AND SUPPORTS THE TREE. NOTES:

===== PAGE 9 ===== *99.41

FOR CONTAINER-GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. SOIL AMENDMENTS: DIFY HEAVY CLAY OR SILT SOILS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) OR GYPSUM DIFY EXTREMELY SANDY SOILS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX

ARBORTIE

## 1. SPECIFIED ARBORTIE GREEN (OR WHITE) STAKING AND GUYING MATERIAL IS TO BE FLAT WOVEN POLYPROPYLENE MATERIAL. 3/4" (19.05MM) WIDE 900 LB. BREAK STRENGTH. 2. ARBORTIE SHALL BE FASTENED TO STAKES IN A MANNER WHICH PERMITS TREE MOVEMENT AND SUPPORTS THE TREE. ## PLANT SCHEDULE - WEST RESTORATION AREA

ZONE 1

19,738 SF

ZUNE T	19,738 SF
JUNIPERUS VIRGINIANA / EASTERN REDCEDAR	41	3-4" MIN., SEEDLING	20% @ 120" oc
NYSSA SYLVATICA / TUPELO	31	3-4" MIN., SEEDLING	15% @ 120" oc
PINUS RIGIDA / PITCH PINE	51	3-4" MIN., SEEDLING	25% @ 120" oc
QUERCUS ALBA / WHITE OAK	45	3-4" MIN., SEEDLING	22% @ 120" oc
QUERCUS STELLATA / POST OAK	37	3-4" MIN., SEEDLING	18% @ 120" oc

## PLANT SCHEDULE - EAST RESTORATION AREA N.T.S.

TO STAKE

AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING: OTHERWISE, DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS

JUNIPERUS VIRGINIANA / EASTERN REDCEDAR 4

3-4" MIN., SEEDLING 4

20% @ 120o cc

1. FOR CONTAINER-GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER\n2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS.

3-4" MIN., SEEDLING 5

3-4" MIN., SE

AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING - OTHERWISE, DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS ### MODIFIED ERNMX-177 BY ERNST CONSERVATION SEEDS INC. (QUOTE NUMBER Q296329):

## ARBORTIE NOTES:

SPECIFIED ARBORTIE GREEN (OR WHITE) STAKING AND GUYING MATERIAL IS TO BE FLAT WOVEN POLYPROPYLENE MATERIAL. 3/4" (19.05MM) WIDE 900 LB. REAK STRENGTH.

ARBORTIE SHALL BE FASTENED TO STAKES IN A MANNER WHICH PERMITS TREE MOVEMENT AND SUPPORTS THE TREE.

- APPROTIE

[F26]

Bulk Qty	PLS Qty	UOM	Item Number	Description
0.000	EACH	PINELANDS GRASS MIX	Modified ERNMX-177
2.100	LB BLK	ANDGER01	Big Bluestem, 'Niagara'
3.100	LB BLK	SORNUT08	Indiangrass, PA Ecotype
2.100	LB BLK	PANVIR32	Switchgrass, 'Habitat'-NJ Ecotype
3.100	LB BLK	ELYVIR07	Virginia Wildrye, Madison-NY Ecotype
4.100	LB BLK	SCHSCO08	Little Bluestem, Fort Indiantown Gap-PA Ecotype
0.500	LB BLK	ANDVIR01	Broomsedge, MO Ecotype

ARBORTIE NAILED TO STAKE REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 DECIDUOUS TREE PLANTING & ARBORTIE DETAIL NOT TO SCALE ## SITE PREPARATION INVASIVE SPECIES, PARTICULARLY THOSE THAT WILL ADAPT TO WET CONDITIONS, SHOULD BE REMOVED OR SPRAYED BEFORE THEY BECOME INCORPORATED INTO THE SITE. NORMAL VEGETATION CAN BE WORKED INTO THE TOPSOIL, WHICH SHOULD BE STOCKPILED UNTIL THE FINAL GRADE HAS BEEN ESTABLISHED. WITH THE ENGINEER'S SPECIFICATIONS AND DIMENSIONS IN HAND, ON-SITE CONSTRUCTION OF THE BERM AND OUTLETS MUST BE EXECUTED CAREFULLY IN ORDER TO MAINTAIN STRUCTURAL INTEGRITY. THE INFILTRATION AND PLANT GROWTH AREAS SHOULD BE LOOSE AND FRIABLE, HIGH IN ORGANIC MATTER, AND COMPLETED WITHOUT COMPACTIONS FROM HEAVY EQUIPMENT. BY USING THE "DIG AND DROP" METHOD, ONE CAN USE AN EXCAVATOR TO DIG AND DROP EACH AREA OF THE BOTTOM SOIL IN A LOOSE MANNER. AT THIS POINT, ONE CAN INCORPORATE LIME, COMPOSTED LEAVES, AND/OR GRASS CLIPPINGS. THE EXCAVATION MACHINE DOES NOT MOVE OVER THE FINISHED SURFACE, THUS AVOIDING UNNECESSARY COMPACTION. NATIVE VEGETATION CAN BE PLANTED OR SEEDED OVER THIS UNEVEN, ABSORBENT SURFACE. ## SEEDING AND PLANTING METHODS SEEDING AND PLANTING SHOULD BEGIN IMMEDIATELY UPON COMPLETION OF THE STRUCTURE WHEN THE SOIL IS STILL FRIABLE AND BEFORE INVASIVE WEEDS EMERGE. PLAN SEEDING AND PLANTING BEFORE THE BASIN IS FLOODED, OR ALLOW THE BASIN TO DRAIN TO A FEW INCHES BEFORE SEEDING. BROADCAST SEED EVENLY OVER EACH UNIT BY HAND SEEDING OR HYDROSEEDING. SEEDING RATES ARE GENERALLY LOW (1/2 LB PER 1,000 SQ FT). THE USE OF A SEED FILLER; I.E., PAM-12, CAN BE USED TO CREATE A MIX OF 10 LB PER 1,000 SQ FT (I.E., 9-1/2 LB OF PAM-12 MIXED WITH 1/2 LB OF SEED), WHICH CAN BE BROADCAST EVENLY OVER THE AREA. BARLEY, OATS, OR RYE CAN PROVIDE TEMPORARY VEGETATION TO PROTECT THE SOIL IN STORM WATER MANAGEMENT FACILITIES UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. THE USE OF NATIVE SPECIES; I.E., VIRGINIA WILD RYE, CAN CREATE AN INTERMEDIATE VEGETATIVE COVER THAT SUCCEEDS TO NATIVE LONG-TERM VEGETATION. STRAW MULCH OR STRAW COCONUT MATS ARE FREQUENTLY USED TO CONTROL EROSION AND PROTECT EMERGING SEEDLINGS FROM EXTREME TEMPERATURES AND DRYING OUT. MULCH SHOULD BE SPARSE TO ALLOW SUNLIGHT TO REACH THE GROUND. TRANSPLANTED SEEDLINGS AND SHRUBS NEED TEMPORARY WATER UNTIL THEY BECOME WELL ROOTED. IRRIGATION OF SEED AREAS IS OF VALUE UNTIL SEEDLINGS BECOME ESTABLISHED. ## GENERAL MAINTENANCE IN ADDITION TO STRUCTURAL MAINTENANCE, SILTATION NEEDS TO BE REMOVED AS NEEDED. PLANTS NEED TO BE TRIMMED BACK TO MAINTAIN AESTHETIC VALUE AND INVASIVE SPECIES NEED TO BE CONTROLLED. CLOSE MOWING OR EXTENSIVE CHEMICAL USE IS NOT CONDUCIVE TO WATER QUALITY IMPROVEMENT AND WILDLIFE HABITAT. 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF DISTURBANCE. ## 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT COMPACTION OF TREE ROOTS.

TREE PROTECTION ZONE/DRIPLINE

4' TALL FLUORESCENT ORANGE HIGH-DENSITY CONSTRUCTION FENCE OR APPROVED EQUAL 6' LONG WOOD OR STEEL FENCE POSTS. POSTS SHALL BE SPACED HORIZONTALLY 8' ON CENTER MAXIMUM. ← AREA OF SITE CONSTRUCTION ## JACKSON TOWNSHIP LANDSCAPE NOTES 1. ALL TREE STUMPS AND OTHER TREE PARTS OR OTHER DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH THE LAW. NO TREE STUMPS, PORTIONS OF A TREE TRUNK OR LIMBS SHALL BE BURIED ANYWHERE IN THE DEVELOPMENT. AND DISPOSED OF IN ACCORDANCE WITH THE LAW. NO TREE STUMPS LIMBS SHALL BE BURIED ANYWHERE IN THE DEVELOPMENT. 2. THE DEVELOPER SHALL SELECTIVELY THIN OR REMOVE ALL DEAD OR DYING VEGETATION, EITHER STANDING OR FALLEN, AND SHALL REMOVE, INCLUDING GRUBBING OUT STUMPS, ALL UNDESIRABLE TREES AND OTHER GROWTH. 3. NO TOPSOIL SHALL BE REMOVED FROM THE SITE OR USED AS SPOIL. ALL REGRADED AREAS AND ALL LAWN AREAS SHALL BE COVERED BY FOUR-INCH MINIMUM THICKNESS OF TOPSOIL. 4. AN IDENTIFICATION TAG ATTACHED AT THE NURSERY INDICATING THE EXACT VARIETY WILL BE REQUIRED ON AT LEAST THREE OF EACH VARIETY PLANTED 5. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A 2-YEAR PERIOD. 6. IF IRRIGATION IS NEEDED IT SHOULD BE DESIGNED BY A NJDEP CERTIFIED IRRIGATION CONTRACTOR TREE PROTECTION FENCE DETAIL NOT TO SCALE ## REFORESTATION SPECIFICATIONS 1. TWO RESTORATION AREAS HAVE BEEN PROPOSED; AN EAST RESTORATION AREA OF 1,921 SQUARE FEET AND A WEST RESTORATION AREA OF 19,738 SQ. 2. THE LANDSCAPE CONTRACTOR SHALL DISC BOTH AREAS PRIOR TO PLANTING TO ENSURE PROPER ROOT GROWTH AND DEVELOPMENT OF THE PROPOSED SEEDLINGS. IN ADDITION, ALL NON-NATIVE INVASIVE SPECIES WITHIN THE RESTORATIONS AREAS SHALL BE REMOVED PRIOR TO PLANTING. 3. SEEDLINGS SHALL BE AT LEAST 3-4" IN HEIGHT AT THE TIME OF PLANTING AND SHALL BE SPACED NO MORE THAN 10' ON CENTER. 4. SEEDLINGS WILL BE SET PLUMB AND STRAIGHT AND WILL ALSO BE SET AT SUCH LEVEL THAT AFTER SETTLEMENT A NORMAL OR NATURAL RELATIONSHIP TO THE CROWN OF THE PLANT WITH THE GROUND SURFACE WILL BE ESTABLISHED. 5. THE RESTORATION AREAS SHALL BE SUPPLEMENTED WITH ERNST SEED MIX 127. PROPER SITE PREPARATION, SEEDING AND PLANTING METHODS AND GENERAL MAINTENANCE CAN BE FOUND IN THE ERNST SEED CO. SEED MIX SEEDING SPECIFICATIONS ON THIS SHEET. 6. AT THE TIME OF INSTALLATION, THE CONTRACTOR SHALL WATER NEWLY INSTALLED PLANT MATERIAL. THE CONTRACTOR SHALL PROVIDE REGULAR WATERING TO ENSURE THE ESTABLISHMENT, GROWTH, — AREA WITHIN TREE PROTECTION ZONE TO REMAIN UNDISTURBED DURING CONSTRUCTION 7. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF 1 YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE PROJECT LANDSCAPE ARCHITECT, MUNICIPAL OFFICIAL, OR OWNER/OWNER'S REPRESENTATIVE. LANDSCAPE CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND IN THE AMOUNT OF 10% OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND ONCE FINAL ACCEPTANCE HAS BEEN GRANTED BY THE PROJECT LANDSCAPE ARCHITECT, MUNICIPAL OFFICIAL OR OWNER/OWNER'S REPRESENTATIVE 8. THE LANDSCAPE CONTRACTOR SHALL REMOVE AND REPLACE DYING, DEAD, OR DEFECTIVE PLANT MATERIAL AT HIS EXPENSE. THE LANDSCAPE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS COMPANY'S OPERATIONS. 9. ALL REPLACEMENT PLANTS SHALL BE OF THE SAME SPECIES AND SIZE AS SPECIFIED ON THE APPROVED OR FINAL PLANT LIST. REPLACEMENTS RESULTING FROM REMOVAL, LOSS, OR DAMAGE DUE TO OCCUPANCY OF THE PROJECT IN ANY PART, VANDALISM, PHYSICAL DAMAGE BY ANIMALS, VEHICLES, ETC., AND LOSSES DUE TO CURTAILMENT OF WATER BY LOCAL AUTHORITIES SHALL BE APPROVED AND PAID FOR BY THE OWNER. 10. INSTALLATION SHALL OCCUR DURING THE FOLLOWING SEASONS: PLANTS (MARCH 15 - DECEMBER 15) LAWNS (MARCH 15 - JUNE 15 OR SEPTEMBER 1 - DECEMBER 1) 11. THE FOLLOWING TREES ARE SUSCEPTIBLE TO TRANSPLANT SHOCK AND SHALL NOT BE PLANTED DURING THE FALL SEASON (STARTING SEPTEMBER 15): AREA OF SITE CONSTRUCTION → N ⊕

3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

E Civil Core
CONSULTING
CIVIL CORE CONSULTING, LLC
1969 RUTGERS UNIVERSITY BLVD.
LAKEWOOD, NJ 08701

NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400 PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY ## DRAWING TITLE: BUFFER RESTORATION PLAN

PROJECT NO.	DATE	DRAWN BY	CHECKED BY
23089	09/21/23	AY	YP

STATE OF NEW JERSEY SEF PORT NO. GE55583	Digitally signed by Yosef Portnoy\nDate: 2026.01.19\n11:34:37-05'00'	SCALE\nAS NOTED
		SHEET NO\n09\nOF\n24
[F2] YOSEF PORTNOY
LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593

===== PAGE 10 =====

## CALCULATION SUMMARY

	REQUIRED		PROPOSED
AREA	MIN	AVG	MIN	MAX	MAX/MIN	AVG/MIN	COMPLIANCE
PARKING LOT, ADJACENT WALKWAYS, AND ACCESS DRIVES	0.5 FC	1.8 FC	0.5 FC	4.4 FC	8.8:1	3.6:1	COMPLIES
TRUCK LOADING ZONE	0.5 FC	1.0 FC	0.1 FC	2.2 FC	22.0:1	10.0:1	DESIGN WAIVER

LUMINAIRE SCHEDULE

LABEL

SYMBOL

QTY

MANUFACTURER

MODEL NO.

TEMPERATURE

LUMENS

WATTS

ARRANGEMENT

THROW

LLF

HEIGHT

FILE NAME

➡

KIM LIGHTING

WDS-D-24L-30-3K7-4F

3,000K

3,343

28.8

AREA (WALL)

TYPE 4F

1.0

15'

WDS-D-24L-30-3K7-4F.IES

⬆

KIM LIGHTING

WDS-D-24L-30-3K7-4W

3,000K

3,267

29.0

AREA (WALL)

TYPE 4W

1.0

15'

WDS-D-24L-30-3K7-4W.IES

⬆

BEACON LIGHTING

VP-1-160L-100-3K7-5QW

3,000K

12,500

184.0

AREA (TWIN)

TYPE 5QW

1.0

25'

VP-1-160L-100-3K7-5QW.IES

✉

BEACON LIGHTING

VP-1-160L-100-3K7-4F

3,000K

12,500

184.0

AREA (TWIN)

TYPE 4F

1.0

25'

VP-1-160L-100-3K7-4F.IES

❄

BEACON LIGHTING

VP-1-160L-100-3K7-4F-HSS-90-B

3,000K

12,500

92.0

AREA (POLE)

TYPE 4F HS

1.0

25'

VP-1-160L-100-3K7-4F-HSS-90-B.IES

❄

BEACON LIGHTING

VP-1-160L-100-3K7-4W-BC

3,000K

12,500

97.2

AREA (POLE)

TYPE 4W BC

1.0

25'

VP-1-160L-100-3K7-4W-BC.IES

LIGHTING COMPLIANCE CHART
SECTION	REQUIREMENTS	COMPLIANCE
244-160 L.(1) PERFORMANCE STANDARDS	THE ILLUMINATION PROVIDED BY ARTIFICIAL LIGHTING ON THE PROPERTY SHALL NOT EXCEED 0.5 FOOTCANDLE BEYOND ANY PROPERTY LINE.	COMPLIES

ALL PARKING AREAS FOR 10 OR MORE VEHICLES SHALL HAVE ARTIFICIAL LIGHTING THAT WILL PROVIDE A MINIMUM LIGHTING LEVEL OF 0.5 HORIZONTAL FOOTCANDLE THROUGHOUT THE PARKING AREA AND ACCESS DRIVES. FOR MULTIFAMILY USES, SUCH LIGHTS SHALL BE OPERATED FROM DUSK TO DAWN AND FOR ALL OTHER USES WHEN THE SITE OR STRUCTURE IS OCCUPIED. FREESTANDING LIGHT POLES SHALL BE NO HIGHER THAN THE HEIGHT OF THE HIGHEST PRINCIPAL BUILDING OR 30 FEET, WHICHEVER IS LESS. SHIELDING SHALL BE REQUIRED WHERE NECESSARY TO PREVENT LIGHT TRESPASS GLARE UPON ADJACENT PROPERTIES OR STREETS. ## LIGHTING NOTES 1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE PROJECT'S STATE, LATEST EDITION AND ALL APPLICABLE FEDERAL AND STATE CODES, STANDARDS, REGULATIONS, AND LAWS. 2. IF APPLICABLE, STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH ACI-315, "MANUAL OF STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." FORMWORK SHALL CONFORM WITH ACI-347 "GUIDE TO FORMWORK FOR CONCRETE", UNLESS OTHERWISE NOTED ON THE CONTRACT DOCUMENTS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, AND COORDINATE WITH ALL CONTRACT DRAWINGS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. CONTRACTOR SHALL ENSURE NO CONFLICTS BETWEEN LIGHT POLE FOUNDATIONS AND STRUCTURES OR PIPES. 4. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE. 5. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 6. IF APPLICABLE, CONCRETE SHALL BE NJDOT CLASS 'B' CONCRETE AND COMPLY WITH ALL REQUIREMENTS OUTLINED BY NJDOT. 7. ALL CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4" TO WITHIN A TOLERANCE OF 1". 8. ALL EXPOSED CONCRETE SHALL BE AIR ENTRAINED, 6% (WITHIN 1% TOLERANCE), CONFORMING TO ASTM C260. 9. REINFORCING STEEL BARS SHALL BE MINIMUM ASTM A615, GRADE 60. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. 10. CONTRACTOR SHALL HAVE A GEOTECHNICAL ENGINEER ON SITE TO INSPECT AND APPROVE FILL AND SUBGRADE CONDITIONS PRIOR TO PLACING CONCRETE. 11. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH LIGHT POLE MANUFACTURER AND TO VERIFY APPLICABILITY OF AREA LIGHT POLE FOUNDATION DETAIL. IF SOIL CONDITIONS IN THE FIELD OR DESIGN ASSUMPTIONS ARE DIFFERENT THAN THOSE INDICATED ON THE CONTRACT DOCUMENTS OR DESIGN CALCULATIONS, ALL CONSTRUCTION ACTIVITIES ARE TO CEASE AND THE LANDSCAPE ARCHITECT OR OWNER SHALL BE NOTIFIED IMMEDIATELY. AREA LIGHTS TO BE CONTROLLED VIA A PHOTOCELL TIMER TO TURN ON AT DUSK AND OFF AT DAWN

N ⊕

3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINA AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR

DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY
DRAWING TITLE: LIGHTING PLAN
PROJECT NO. 23089	DATE 01/22/25	DRAWN BY HH	CHECKED BY YP
Digitally signed by Yosef Portnoy Date: 2026.01.19 11:34:43-05'00' YOSEF PORTNOY			SCALE AS NOTED	SHEET NO. 10 OF 24
LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593

===== PAGE 11 =====

IKIMLIGHTING®	DATE:	LOCATION:
	TYPE:	PROJECT:
WDS	CATALOG #:
WALL MOUNTED

## ORDERING GUIDE Example: WDS-D-24L-30-3K7-1-UNV-BLS-PC-EM

HOUSING

Voltage	Fixture Finish	Control Options	Options	Control Accessories
UNV 120-277V	BLS Black Gloss Smooth	SCP-8F $ 3,4,5,9 $ Programmable Occ. Sensor (<9' height)	EM3 Integral Battery Backup Unit (8W)	SCPREMOTE SCP configuration tool
3473,10 347V	BLT Black Matte Textured	SCP-20F $ 3,4,5,9 $ Programmable Occ. Sensor (9' - 20' height)	SF Single Fuse & Fuse holder
4803,10 480V	DBTSmooth	NXW $ 4,5 $ NX Networked Wireless Radio Module NXRM2 and Bluetooth Programming, without Sensor	DF Double Fuse & Fuse holder
	DBT Dark Bronze Matte Textured		SCM1 1/2" Surface Conduit Mount
	GTT Graphite Matte Textured		SCM2 3/4" Surface Conduit Mount
	LGS Light Grey Gloss Smooth		PC3,5 Button Photocell
	LGT Light Grey Matte Textured
	PSS Platinum Silver Gloss Smooth
	VGT Verde Green Matte Textured
	WHS White Gloss Smooth
	WHT White Matte Textured
	Color Option
	CC8 Custom Color

1 Not available with EM option or with SCP sensor options. 2 WG, FTD, and WTD come with a diffused lens 3 Not available with other control options 4 Input voltage 120-347V 5 Not available in 480V 6 Turtle friendly 8 Consult factory for custom color, marine and corrosive finish options 9 SCPREMOTE SCP configuration tool needed. 10 Not available with 30 watt or 40 watts

Microsoft, Encarta, MSN, and Windows are either registered trademarks or trademarks of Microsoft Corporation in the United States and/or other countries.

Current	currentlighting.com/kimlighting	Page 2 of 9
	© 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions.	Rev 03/16/23
		kl_wds_spec_R04

MICROSTRIKE OPTICS – ORDERING GUIDE

	DATE:	LOCATION:
	TYPE:	PROJECT:
VIPER Area/Site	CATALOG #:
VIPER LUMINAIRE	Gray Shading	= Service Program Limit of 15 luminaires QS10
ROSTRIKE OPTICS - ORDERING GUIDE

NOTE: ## CATALOG #

Series

Optic Platform

Size

Light Engine

CCT/CRI

Distribution

Optic Rotation

Voltage

VP Viper

Micro Strike

1 Size 1

160L-356 160L-506 160L-75 160L-100 160L-115 160L-135 160L-160 2 Size 2 320L-145 320L-170 320L-185 320L-210 320L-235 320L-255 320L-3156 4 Size 3 4 Size 4

5500 lumens 7500 lumens 10000 lumens 12500 lumens 15000 lumens 18000 lumens 21000 lumens 21000 lumens 24000 lumens 27000 lumens 30000 lumens 33000 lumens 36000 lumens 40000 lumens 4800-285 4800-320 4800-340 4800-390 4800-425 4800-470 720L-435 720L-475 720L-515 720L-5656 720L-6006 720L-6500 720L-68000 720L-68000 Custom Lumen Output1

AP AP-Amber Phosphor Converted 27K8 2700K, 80 CRI 3K7 3000K, 70 CRI 3K8 3000K, 80 CRI 35K8 3500K, 80 CRI 3K9 3000K, 90 CRI 4K7 4000K, 70 CRI 4K8 4000K, 80 CRI 4K9 4000K, 90 CRI 5K7 5000K, 70 CRI 5K8 5000K, 80 CRI

2 Type 2 3 Type 3 4F Type 4 Forward 4W Type 4 Wide 5QW Type 5 Square Wide

BLANK No Rotation L Optic rotation left R Optic rotation right

UNV 120-277V 120 120V 208 208V 240 240V 277 277V 347 347V 480 480V

Mounting		Color		Options		Network Control Options
A	Arm mount for square pole/flat surface\n(B3 Drill Pattern) (Does not include round pole adapter)	BLT	Black Matte Textured	F	Fusing	NXWS16F	NX Networked Wireless Enabled Integral NXSMP2-LMO PIR Occupancy Sensor with Automatic Dimming Photocell and Bluetooth Programming1,3,4
A		BLS	Black Gloss Smooth	2PF	Dual Power Feed	NXWS40F	NX Networked Wireless Enabled Integral NXSMP2-HMO PIR Occupancy Sensor with Automatic Dimming Photocell and Bluetooth Programming1,3,4
A_	Arm mount for round pole2		DBT	Dark Bronze Matte Textured	2DR	Dual Driver	NXW
ASQU	Universal arm mount for square pole. Can be used with B3 or S2 Drill Pattern			TE	Tooless Entry	WIR	NX Networked Wireless Radio Module NXRM2 and Bluetooth Programming, without Sensor3,4
A_U	Universal arm mount for round pole2		DBS	Dark Bronze Gloss Smooth	BC	Backlight Control8	WIRSC
AAU	Adjustable arm for pole mounting (universal drill pattern)		GTT	Graphite Matte Textured	TB	Terminal Block	Stand Alone Sensors
AA_U	Adjustable arm mount for round pole2			LGS	Light Grey Gloss Smooth		BTS-14F
ADU	Decorative upswept Arm (universal drill pattern)			LGT	Light Grey Gloss Textured		BTS-40F
AD_U	Decorative upswept arm mount for round pole2			PSS	Platinum Silver Smooth		BTSO-12F
MAF	Mast arm filter for 2-3/8" OD horizontal arm			WHT	White Matte Textured		7PR
K	Knuckle			WHS	White Gloss Smooth		7PR-SC
T	Trunnion			VGT	Verde Green Textured		3PR
WB	Wall Bracket, horizontal tenon with MAF			Color Option			3PR-SC
WM	Wall mount bracket with decorative upswept arm			CC	Custom Color		3PR-TL
WA	Wall mount bracket with adjustable arm						Programmed Controls

### 1 – Items with a grey background can be done as a custom order. Contact brand representative for Example: VP-2-320L-145-3K7-2-R-UNV-A3-BLT 2 – Replace “_” with “3” for 3.5”-4.13” OD pole, “4” for 4.18”-5.25” OD pole, “5” for 5.5”-6.5” OD pole 3 – Networked Controls cannot be combined with other control options 4 – Not available with 2PF option 5 – Not available with Dual Driver option 1. *STRUCTURAL ENGINEER TO SIZE BASED ON GEOTECHNICAL INVESTIGATION, LIGHT/POLE MANUFACTURER SPECIFICATIONS, AND SITE SPECIFIC WIND DATA. 2. 6" MAXIMUM FOOTING EXPOSURE. ## AREA LIGHT DETAIL ## LIGHT FIXTURE (SEE LIGHTING PLAN) ALL LIGHT

NOT TO SCALE LENSES SHALL BE FLUSH WITH THE FIXTURE HOUSING AND PARALLEL TO THE GROUND MOUNTING ARM PER MANUFACTURER TYPE 4F 28.8W AREA LIGHT ISO-RING DETAIL SQUARE POLE, BLACK IN COLOR MADE OF GALVANIZED STEEL PC Button Photocontrol 4,7

Current	currentlighting.com/beacon	Page 2 of 15
	© 2023 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions.	Rev 11/15/23
		BEA_VIPERSPEC_R08

7 – Not available with 480V 8 – BC not available on 4F and type 5 distributions 9 – At least one SCP REMOTE required to program SCP motion sensor. Must select 8ft or 40ft. NOT TO SCALE

NOT TO SCALE WALL MOUNT AREA LIGHT BY KIM LIGHTING: WDS-D-24L-30-3K7-4F 15' MOUNTING HEIGHT

DATE:	LOCATION:
TYPE:	PROJECT:
CATALOG #:

SQUARE STRAIGHT STEEL 10-DAY QUICK SHIP PROGRAM ## FEATURES -DAY QUICK SHIP PRO QS710

APPLICATIONS\n• Lighting installations for side and top mounting of luminaires with effective projected area (EPA) not exceeding maximum allowable loading of the specified pole in its installed geographic location
CONSTRUCTION\n• SHAFT: One-piece straight steel with square cross section, flat sides and minimum 0.23" radius on all corners; Minimum yield of 46,000 psi (ASTM-A500, Grade B); Longitudinal weld seam to appear flush with shaft side wall; Steel base plate with axial bolt circle slots welded to pole shaft having minimum yield of 36,000 psi (ASTM A36)\n• BASE COVER: Two-piece square aluminum base cover included standard\n• POLE CAP: Pole shaft supplied with removable cover when applicable; Tenon and post-top configurations also available
HAND HOLE: Rectangular 3x5 steel hand hole frame (2.38" x 4.38" opening); Mounting provisions for grounding lug located behind gasketed cover\nANCHOR BOLTS: Four galvanized anchor bolts provided per pole with minimum yield of 55,000 psi (ASTM F1554). Galvanized hardware with two washers and two nuts per bolt for leveling
Anchor bolt part numbers: 3/4 x 30 x 3 — TAB-30-M38\n1 x 36 x 4 — TAB-36-M38
FINISH\n• Durable thermoset polyester powder coat paint finish with nominal 3.0 mil thickness\n• Powder paint prime applied over “white metal” steel substrate cleaned via mechanical shot blast method\n• Decorative finish coat available in multiple standard colors; Custom colors available; RAL number preferable
WAREHOUSE 'STOCKED' POLES:\n• SSSH20-40A-4-HV-DBT-WPO and SSS-H25-40A-4HV-DB-WPO (Pole only, must order kit for anchor bolts and cap)\n• The HV designation in the above catalog numbers is a combination of the S2 pattern and the B3 pattern
POLE CAP TENON BASE COVER BASE DETAIL RACE

ORDERING INFORMATION Example: SSS-H-25-40-A/B/C-2L-S2-DBT-U

= Service Program Limit of 15 poles QS10

	Color	Options
	BLT Black Matte Textured	GFI2 20 Amp GFCI
	BLS Black Gloss Smooth	Receptacle and Cover
	DBT Dark Bronze Matte Textured	EHH2 Extra Handhole
	DBS Dark Bronze Gloss Smooth	C052 .5" Coupling
	GTT Graphite Matte Textured	C072 75" Coupling
	LGT Light Grey Gloss Textured	C202 2" Coupling
	LGS Light Grey Gloss Smooth	MPB2 Mid-pole Luminaire Bracket
	PSS Platinum Silver Smooth	VM13 Mode vibration damper
	WHT White Matte Textured
	WHS White Gloss Smooth	VM2 2nd mode vibration damper
	VGT Verde Green Textured
	Color Option	LAB Less Anchor Bolts
	CC Custom Color	UL UL Certified

cifv c

ACCESSORIES- Order Separately

VM2SXX 2nd mode vibration damper 1 Removable tenon used in conjunction with side arm mounting. First specify desired arm configuration followed by the "TR" notation. Example: SSS-H-25-40-A-1-S2-TR-DB. 2 Specify option location using logic found on page 2 (Option Orienta 3 VM1 recommended on poles 20' and taller with EPA of less than 1.

TYPE 5QW 184.0W AREA LIGHT ISO-RING DETAIL

Current	currentlighting.com/exo	Page 1 of 5
	© 2023 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions.	Rev 11/27/23
		SSS H Poles spec sheet_R07

NOT TO SCALE VIPER BY BEACON LIGHTING:VP-1-60L-100-3K7-5QW 25' MOUNTING HEIGHT

TYPE 4F 184.0W AREA LIGHT ISO-RING DETAIL NOT TO SCALE VIPER BY BEACON LIGHTING: VP-1-160L-100-3K7-4F 25' MOUNTING HEIGHT

DATE:	LOCATION:
TYPE:	PROJECT:
CATALOG #:

= Service Program Limit of 15 poles QS7 10 ## ORDERING INFORMATION (CONTINUED) TYPE 4W BC 97.2W AREA LIGHT ISO-RING DETAIL NOT TO SCALE VIPER BY BEACON LIGHTING: VP-1-160L-100-3K7-4W-BC 25' MOUNTING HEIGHT

0 60 50 40 30 20 10 0 10 20 30 40 50 60 70 NOTE Factory supplied template must be used when setting anchor bolts. Current Lighting will deny any claim for incorrect anchorage placement resulting from failure to use factory supplied template and anchor bolts.

Catalog Number	Height		Nominal Shaft Dimensions	Wall Thickness	Bolt Circle (suggested)	Bolt Circle (range)	Bolt Square (range)	Base Plate Square	Anchor bolt size	Bolt Projection	Pole weight
Catalog Number	Feet	Meters	Nominal Shaft Dimensions	Wall Thickness	Bolt Circle (suggested)	Bolt Circle (range)	Bolt Square (range)	Base Plate Square	Anchor bolt size	Bolt Projection	Pole weight
SSS-H-10-40-A-XX-XX	10	3.0	4" square	0.125"	9"	8" - 10"	5.66" - 7.07"	9"	3/4" x 30" x 3"	3.5	77
SSS-H-12-40-A-XX-XX	12	3.7	4" square	0.125"	9"	8" - 10"	5.66" - 7.07"	9"	3/4" x 30" x 3"	3.5	90
SSS-H-14-40-A-XX-XX	14	4.3	4" square	0.125"	9"	8" - 10"	5.66" - 7.07"	9"	3/4" x 30" x 3"	3.5	103
SSS-H-16-40-A-XX-XX	16	4.9	4" square	0.125"	9"	8" - 10"	5.66" - 7.07"	9"	3/4" x 30" x 3"	3.5	116
SSS-H-18-40-A-XX-XX	18	5.5	4" square	0.125"	9"	8" - 10"	5.66" - 7.07"	9"	3/4" x 30" x 3"	3.5	129
SSS-H-20-40-A-XX-XX	20	6.1	4" square	0.125"	9"	8" - 10"	5.66" - 7.07"	9"	3/4" x 30" x 3"	3.5	142
SSS-H-25-40-A-XX-XX	25	7.6	4" square	0.125"	9"	8" - 10"	5.66" - 7.07"	9"	3/4" x 30" x 3"	3.5	175

SSS-H-14-40-B-XX-XX	14	4.3	4" square	.188"	11"	10" - 12"	7.07" - 8.48"	10.50"	3/4" x 30" x 3"	3.5	152
SSS-H-16-40-B-XX-XX	16	4.9	4" square	.188"	11"	10" - 12"	7.07" - 8.48"	10.50"	3/4" x 30" x 3"	3.5	171
SSS-H-18-40-B-XX-XX	18	5.5	4" square	.188"	11"	10" - 12"	7.07" - 8.48"	10.50"	3/4" x 30" x 3"	3.5	190
SSS-H-20-40-B-XX-XX	20	6.1	4" square	.188"	11"	10" - 12"	7.07" - 8.48"	10.50"	3/4" x 30" x 3"	3.5	209
SSS-H-25-40-B-XX-XX	25	7.6	4" square	.188"	11"	10" - 12"	7.07" - 8.48"	10.50"	3/4" x 30" x 3"	3.5	257
SSS-H-30-40-B-XX-XX	30	9.1	4" square	.188"	11"	10" - 12"	7.07" - 8.48"	10.50"	3/4" x 30" x 3"	3.5	304

SSS-H-16-50-B-XX-XX	16	4.9	5" square	.188"	11"	10.25" - 13.25"	7.25" - 9.37"	11.50"	1" x 36" x 4"	4.5	219
SSS-H-18-50-B-XX-XX	18	5.5	5" square	.188"	11"	10.25" - 13.25"	7.25" - 9.37"	11.50"	1" x 36" x 4"	4.5	243
SSS-H-20-50-B-XX-XX	20	6.1	5" square	.188"	11"	10.25" - 13.25"	7.25" - 9.37"	11.50"	1" x 36" x 4"	4.5	267
SSS-H-25-50-B-XX-XX	25	7.6	5" square	.188"	11"	10.25" - 13.25"	7.25" - 9.37"	11.50"	1" x 36" x 4"	4.5	327
SSS-H-30-50-B-XX-XX	30	9.1	5" square	.188"	11"	10.25" - 13.25"	7.25" - 9.37"	11.50"	1" x 36" x 4"	4.5	387

SSS-H-25-50-C-XX-XX	25	7.6	5" square	.25"	11"	10.25" - 13.25"	7.25" - 9.37"	11.50"	1" x 36" x 4"	4.5	427
SSS-H-30-50-C-XX-XX	30	9.1	5" square	.25"	11"	10.25" - 13.25"	7.25" - 9.37"	11.50"	1" x 36" x 4"	4.5	507

SSS-H-20-60-B-XX-XX	20	6.1	6" square	.188"	12"	11.00" - 13.25"	7.81" - 9.37"	12.25"	1" x 36" x 4"	5.0	329
SSS-H-25-60-B-XX-XX	25	7.6	6" square	.188"	12"	11.00" - 13.25"	7.81" - 9.37"	12.25"	1" x 36" x 4"	5.0	404
SSS-H-30-60-B-XX-XX	30	9.1	6" square	.188"	12"	11.00" - 13.25"	7.81" - 9.37"	12.25"	1" x 36" x 4"	5.0	479
SSS-H-35-60-B-XX-XX	35	10.7	6" square	.188"	12"	11.00" - 13.25"	7.81" - 9.37"	12.25"	1" x 36" x 4"	5.0	554
SSS-H-40-60-B-XX-XX	40	12.2	6" square	.188"	12"	11.00" - 13.25"	7.81" - 9.37"	12.25"	1" x 36" x 4"	5.0	629

60 50 40 30 20 10 0 10 20 30 40 50 60 TYPE 4F HS 90 B 92W AREA LIGHT ISO-RING DETAIL NOT TO SCALE VIPER BY BEACON LIGHTING: VP-1-160L-100-3K7-4F-HSS-90-B 25' MOUNTING HEIGHT 50 40 30 20 10 0 10 20 30 40 50

### TYPE 4W 29.0W AREA LIGHT ISO-RING DETAIL ## NOT TO SCALE WALL MOUNT AREA LIGHT BY KIM LIGHTING: WDS-D-24L-30-3K7-4W 15' MOUNTING HEIGHT ## MICROSTRIKE STRIKE

SIZE 2

, over- n with provides 2 dry C3;






3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.
Civil Core CONSULTINGCIVIL CORE CONSULTING, LLC1969 RUTGERS UNIVERSITY BLVD.LAKEWOOD, NJ 08701NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400
PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY

PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY
DRAWING TITLE: LIGHTING DETAILS
PROJECT NO. 23089	DATE 01/22/25	DRAWN BY HH	CHECKED BY YP
	Digitally signed by Yosef Portnoy Date: 2026.01.19 11:34:49-05'00'		SCALE AS NOTED
			SHEET NO. 11 OF 24

LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593 | 24 ===== PAGE 12 ===== 3. THE APPLICANT PROPOSES TO PLANT 46 TREES AS PART OF THE LANDSCAPE PLAN, AND 225 AS PART OF THE WETLANDS BUFFER RESTORATION PLAN. 4. AT $300 CREDIT PER PROPOSED TREE, THE TREE REPLACEMENT CREDIT IS $13,800 WHICH EXCEEDS THE $4,600 REPLACEMENT FEE. 1. PROJECT WILL RESULT IN THE REMOVAL OF 1.84 ACRES OF WOODED VEGETATION. 2. IN ACCORDANCE WITH 405-9D THE MAXIMUM TREE REMOVAL FEE FOR COMMERCIAL AND INDUSTRIAL APPLICATIONS IS $2,500. THE FEE FOR THE 1.84 LIMIT OF — DISTURBANCE ×100.30

NOTES ×96.26 0 30' 60' YOSEF PORTNOY OF LICENSED PROFESSIONAL ENGINEER SCALE: 1" = 30' NJ LICENSE NO: GE53593 24 ×100.17 — — — — — ♡— × 100.21 × 99.84 × 99.41 ===== PAGE 13 =====

REQUIREMENTS TYP.)

- STOCKPILE WITH SILT FENCE COMPACTION TESTING LOCATION (TYP.)

PROJECT SOIL CLASSIFICATION: EveB - HSG A DocBO - HSG A	AREA OF DISTURBANCE 208042.96 SF (4.78 ACRE)	OCEAN COUNTY NEW JERSEY
	AREA SUBJECT TO DECOMPACTION STANDARDS 40219.39 SF (0.92 ACRE)	DRAWING TITLE: SOIL EROSION AND SEDIMENT CONTROL PLAN
		PROJECT NO. 23089	DATE 01/22/25
			SHEET NO. 13 OF 24

N ⊕




3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY
DRAWING TITLE: SOIL EROSION AND SEDIMENT CONTROL PLAN
PROJECT NO. 23089	DATE 01/22/25	DRAWN BY HH	CHECKED BY	SCALE AS NOTED
Digitally signed by Yosef Portnoy Date: 2026.01.19 11:35:00-05'00 YOSEF PORTNOY				SHEET NO. 13 OF 24
LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593

===== PAGE 14 ===== ## SOIL EROSION AND SEDIMENT CONTROL NOTES 1. THE DISTRICT MAY REQUIRE ADDITIONAL SOIL EROSION AND SEDIMENT CONTROL MEASURES TO BE INSTALLED IN ACCORDANCE WITH "THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, 7TH EDITION, JANUARY 2014, REVISED JULY 2017" (SESC STANDARDS). 2. ALL WORK IS TO BE DONE IN ACCORDANCE WITH SESC STANDARDS. 3. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 4. ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLANS WILL REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS TO THE DISTRICT. THE REVISED PLANS MUST MEET ALL CURRENT SESC STANDARDS. STANDARDS: HTTP://WWW.STATE.NJ.US/AGRICULTURE/DIVISIONS/ANR/NRC/NJEROSION.HTML 5. N.J.S.A 4:24-39 ET SEQ. REQUIRES THAT NO CERTIFICATES OF OCCUPANCY BE ISSUED BEFORE THERE HAS BEEN COMPLIANCE WITH PROVISIONS OF A CERTIFIED PLAN FOR PERMANENT MEASURES. ALL SITE WORK, AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS, MUST BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY. 6. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN SIXTY (60) DAYS, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION. IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL WITHIN 14 DAYS, AT A RATE OF 2 TO 2 1/2 TONS PER ACRE, ACCORDING TO STATE STANDARD FOR STABILIZATION WITH MULCH ONLY. 7. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (I.E. STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF 11/2 TO 2 TONS PER ACRE, ACCORDING TO THE SESC STANDARDS. 8. A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION OF IMPROVEMENTS TO STABILIZE STREETS, ROADS, DRIVEWAYS, AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED WITHIN FIFTEEN (15) DAYS OF THE PRELIMINARY GRADING. 9. ANY STEEP SLOPES (3:1 OR GREATER) OR ANY EXISTING ROADWAYS RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE INSTALLATION CONTINUES. 10. THE SESC STANDARD FOR STABILIZED CONSTRUCTION ACCESS REQUIRES THE INSTALLATION OF A STONE PAD USING CLEAN CRUSHED ANGULAR STONE (ASTM C-33, SIZE NO. 2 OR 3) AT ALL CONSTRUCTION DRIVEWAYS WHERE VEHICLES WILL ACCESS PAVED ROADWAYS FROM UNPAVED AREAS OF THE SITE. 11. PERMANENT VEGETATION IS TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER FINAL GRADING. AT THE TIME OF THE FINAL INSPECTION, YOU ARE REQUIRED TO PROVIDE CONFIRMATION THAT THE PROPER TYPE AND AMOUNT OF SEED, LIME AND FERTILIZER HAVE BEEN USED FOR PERMANENT STABILIZATION WORK. STRAW MULCH PROPERLY ANCHORED IN PLACE IS REQUIRED ON ALL SEEDING IN ACCORDANCE TO THE SESC STANDARDS. 12. AT THE TIME THAT SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT IT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED. 13. IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS, ANY SOIL HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDES SHALL BE COVERED WITH A MINIMUM OF TWELVE (12) INCHES OF SOIL HAVING A PH OF 5 OR MORE PRIOR TO SEEDBED PREPARATION. AREAS WHERE TREES OR SHRUBS ARE TO BE PLANTED SHALL BE COVERED WITH A MINIMUM OF TWENTY-FOUR (24) INCHES OF SOIL HAVING A PH OF 5 OR MORE. 14. CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL. CONDUIT OUTLET PROTECTION INSTALLATION SHALL BE POSTPONED IN BASINS ACTING AS SEDIMENT BASINS DURING CONSTRUCTION. 15. UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE TAKEN DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. ANY DEWATERING METHODS USED MUST BE IN ACCORDANCE WITH THE SESC STANDARD FOR DEWATERING. 16. SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED UNTIL THE SURFACE IS WET, TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED, MULCH SHALL BE APPLIED AND ANCHORED IN PLACE, OR OTHER DUST CONTROL METHOD SHALL BE EMPLOYED AS REQUIRED BY THE SESC STANDARD FOR DUST CONTROL. 17. STOCKPILE AND STAGING LOCATIONS ESTABLISHED IN THE FIELD SHALL BE PLACED WITHIN THE LIMIT OF DISTURBANCE ACCORDING TO THE CERTIFIED PLAN. STAGING AND STOCKPILES NOT LOCATED WITHIN THE LIMIT OF DISTURBANCE WILL REQUIRE CERTIFICATION OF A REVISED SOIL EROSION AND SEDIMENT CONTROL PLAN. THE DISTRICT RESERVES THE RIGHT TO DETERMINE WHEN CERTIFICATION OF A NEW AND SEPARATE SOIL EROSION AND SEDIMENT CONTROL PLAN WILL BE REQUIRED FOR THESE ACTIVITIES. 19. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THAT MAY OCCUR BELOW STORMWATER OUTFALLS OR OFFSITE AS A RESULT OF CONSTRUCTION OF THE PROJECT. ## SEQUENCE OF CONSTRUCTION NOTIFY THE OCEAN COUNTY SOL CONSERVATION DISTRICT IN WRITING AT LEAST 48-HOUR PRIOR TO LAND DISTURBANCE. (1 DAY) TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED AT THE INITIATION OF LAND DISTURBANCE ACTIVITIES. ALL TEMPORARY SOIL EROSION MEASURES MUST BE INCLUDED (SILT FENCE, STABILIZED CONSTRUCTION ENTRANCE, AND INLET PROTECTION). (1 WEEK) 3. DEMOLITION, CLEARING AND ROUGH SITE GRADING FOR NEW BUILDING AND OTHER STRUCTURES REQUIRING EXCAVATION WITH APPROPRIATE EROSION CONTROL FACILITIES. (4 WEEKS) THE STORM WATER BASINS MUST BE PROPERLY CONSTRUCTED DURING THE INITIAL PHASE OF CONSTRUCTION AND MUST BE PERMANENTLY STABILIZED PRIOR TO THE ESTABLISHMENT OF IMPERVIOUS SURFACES. BASINS SHALL ACT AS A SEDIMENT BASIN DURING CONSTRUCTION. INSTALL OUTLET CONTROL STRUCTURES AND SCOUR HOLE #4 DURING THE INITIAL PHASE OF CONSTRUCTION. (2 WEEKS) EXCAVATE AND INSTALL ON SITE IMPROVEMENTS INCLUDING UNDERGROUND UTILITIES, CURBING, ETC. SOILS BENEATH 1, 2, AND 3 SHALL BE REMOVED AND REPLACED WITH SUITABLE K4 SOILS WITH A PERMEABILITY OF 20.0 IN/HR. REPLACEMENT LAYER SHALL BE 3" DEEP BELOW THE BOTTOM OF THE BASIN AND SHALL EXTEND UP TO THE ELEVATION OF THE LOWEST OUTLET WITHIN EACH BASIN. INLET PROTECTION MUST BE INSTALLED AFTER STORM SEWER INSTALLATION. (2 MONTHS) #### 6. INSTALL BUILDING. (2 MONTHS) . CONDUCT SOIL COMPACTION TEST IN LOCATIONS SHOWN ON SOIL COMPACTION MITIGATION PLAN. TESTING MUST BE WITNESSED BY OCSCD INSPECTOR. IF TESTS PASS, SUBMIT TEST RESULTS TO OCSCD. IF TESTS FAIL, RESTORATION OF COMPACTED SOILS SHALL BE CONDUCTED THROUGH DEEP SCARIFICATION/TILLAGE (6' MINIMUM DEPTH). (2 DAYS) ## STANDARD FOR PERMANENT VEGETATIVE COVER: 8. APPLY TOPSOIL TO AN AVERAGE DEPTH OF 5" (4" MINIMUM) FIRMED IN PLACE, AND FINAL GRADING. (1 WEEK) . INSTALL PAVING, CONCRETE, AND PERMANENT STABILIZE ALL DISTURBED AREAS ALONG THE SITE AND LANDSCAPING. (1 WEEK) .INSTALL K4 SAND, AND CONDUIT OUTLET PROTECTION WITHIN BASIN BOTTOM ONCE MAJORITY OF THE SITE HAS ACHIEVED 80% PERMANENT STABILIZATION/ COVER TO AVOID CONTAMINATION DURING CONSTRUCTION ACTIVITIES. (1 WEEK) I. REMOVE ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES. (1 WEEK) A. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, AND MULCH ANCHORING. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH STANDARD FOR LAND GRADING. |2. OBTAIN FINAL REPORT OF COMPLIANCE FROM OCSCD. (1 DAY) B. IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SUBSOIL SHALL BE EVALUATED FOR COMPACTION IN ACCORDANCE WITH THE STANDARD FOR LAND GRADING. C. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK WITHOUT DAMAGING THE SOIL STRUCTURE. A UNIFORM APPLICATION TO A DEPTH OF 5 INCHES (UNSETTLED) IS REQUIRED ON ALL SITES. TOPSOIL SHALL BE AMENDED WITH ORGANIC MATTER, AS NEEDED, IN ACCORDANCE WITH THE STANDARD FOR TOPSOILING. D. INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE-STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS, AND WATERWAYS. A. UNIFORMLY APPLY GROUND LIMESTONE AND FERTILIZER TO TOPSOIL WHICH HAS BEEN SPREAD AND FIRMED, ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES (HTTP://NJAES.RUTGERS.EDU/COUNTY/). FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-10-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE AND INCORPORATED INTO THE SURFACE 4 INCHES. IF FERTILIZER IS NOT INCORPORATED, APPLY ONE-HALF THE RATE DESCRIBED ABOVE DURING SEEDBED PREPARATION AND REPEAT ANOTHER ONE-HALF RATE APPLICATION OF THE SAME FERTILIZER WITHIN 3 TO 5 WEEKS AFTER SEEDING. B. WORK LIME AND FERTILIZER INTO THE TOPSOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRING-TOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM SEEDBED IS PREPARED. C. HIGH ACID PRODUCING SOIL. SOILS HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM OF 12 INCHES OF SOIL HAVING A PH OF 5 OR MORE BEFORE INITIATING SEEDBED REPARATION. SEE STANDARD FOR MANAGEMENT OF HIGH ACID-PRODUCING SOILS FOR SPECIFIC REQUIREMENTS. A. SELECT A MIXTURE FROM TABLE 4-3 OR USE A MIXTURE RECOMMENDED BY RUTGERS COOPERATIVE EXTENSION OR NATURAL RESOURCES CONSERVATION SERVICE WHICH IS APPROVED BY THE SOIL CONSERVATION DISTRICT. SEED GERMINATION SHALL HAVE BEEN TESTED WITHIN 12 MONTHS OF THE PLANTING DATE. NO SEED SHALL BE ACCEPTED WITH A GERMINATION TEST DATE MORE THAN 12 MONTHS OLD UNLESS RETESTED. 1. SEEDING RATES SPECIFIED ARE REQUIRED WHEN A REPORT OF COMPLIANCE IS REQUESTED PRIOR TO ACTUAL ESTABLISHMENT OF PERMANENT VEGETATION. UP TO 50% REDUCTION IN RATES MAY BE USED WHEN PERMANENT VEGETATION IS ESTABLISHED PRIOR TO A REPORT OF COMPLIANCE INSPECTION. THESE RATES APPLY TO ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION MEANS 80% VEGETATIVE COVERAGE WITH THE SPECIFIED SEED MIXTURE FOR THE SEED AREA AND MOWED ONCE. 2. WARM-SEASON MIXTURES ARE GRASSES AND LEGUMES WHICH MAXIMIZE GROWTH AT HIGH TEMPERATURES, GENERALLY 85circF AND ABOVE. SEE TABLE 4-3 MIXTURES 1 TO 7. PLANTING RATES FOR WARM-SEASON GRASSES SHALL BE THE AMOUNT OF PURE LIVE SEED (PLS) AS DETERMINED BY GERMINATION TESTING RESULTS. 3. COOL-SEASON MIXTURES ARE GRASSES AND LEGUMES WHICH MAXIMIZE GROWTH AT TEMPERATURES BELOW 85circF. MANY GRASSES BECOME ACTIVE AT 65circF. SEE TABLE 4-3, MIXTURES 8-20. ADJUSTMENT OF PLANTING RATES TO COMPENSATE FOR THE AMOUNT OF PLS IS NOT REQUIRED FOR COOL SEASON GRASSES. ## PERMANENT SEED MIXTURE SHALL BE: OPTIMAL SEEDING DATES: 8/15 -10/30 ACCEPTABLE SEEDING DATES: 2/1 - 8/14 *SUMMER SEEDINGS SHOULD ONLY BE CONDUCTED WHEN THE SITE IS IRRIGATED. MIXES INCLUDING WHITE CLOVER REQUIRE AT LEAST 6 WEEKS OF GROWING SEASON REMAIN AFTER SEEDING TO ENSURE ESTABLISHMENT BEFORE FREEZING. B. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER. EXCEPT FOR DRILLED, HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL WITHIN 24 HOURS OF SEEDBED PREPARATION TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH OF C. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY, AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL BE MAXIMIZED. D. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK, OR TRAILER-MOUNTED TANK, WITH AN AGITATION SYSTEM AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THE PREPARED SEEDBED. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. SHORT-FIBERED MULCH MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION 4-MULCHING BELOW). HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND FERTILIZER ARE APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL. WHEN POOR SEED TO SOIL CONTACT OCCURS, THERE IS A REDUCED SEED GERMINATION AND GROWTH. MULCHING MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL PROTECT AGAINST EROSION BEFORE GRASS IS ESTABLISHED AND WILL PROMOTE FASTER AND EARLIER EROSION SHALL BE DEEMED COMPLIANCE WITH THIS MULCHING REQUIREMENT. ## STANDARD FOR TOPSOILING A. STRAW OR HAY. UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, TO BE APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE (70 TO 90 POUNDS PER 1,000 SQUARE FEET), EXCEPT THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF APPLICATION IS 3 TONS PER ACRE. MULCH CHOPPER-BLOWERS MUST NOT GRIND THE MULCH. HAY MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURF OR LAWNS DUE TO THE PRESENCE OF WEED SEED. APPLICATION - SPREAD MULCH UNIFORMLY BY HAND OR MECHANICALLY SO THAT AT LEAST 85% OF THE SOIL SURFACE IS COVERED. FOR UNIFORM DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1,000 SQUARE FEET SECTIONS AND DISTRIBUTE TO 90 POUNDS WITHIN EACH SECTION. 6. STOCKPILES SHOULD BE VEGETATED IN ACCORDANCE WITH STANDARDS PREVIOUSLY DESCRIBED HEREIN; SEE STANDARDS FOR PERMANENT OR TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. 5. STOCKPILES OF TOPSOIL SHOULD BE SITUATED SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE ENVIRONMENTAL DAMAGE. 4. A 4"-6" STRIPPING DEPTH IS COMMON, BUT MAY VARY DEPENDING ON THE PARTICULAR SOIL. 1. PEG AND TWINE. DRIVE 8 TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 INCHES OF THE SOIL SURFACE EVERY 4 FEET IN ALL DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY STRETCHING TWINE BETWEEN PEGS IN A CRISS-CROSS AND A SQUARE PATTERN. SECURE TWINE AROUND EACH PEG WITH TWO OR MORE ROUND TURNS. 1. GRADE AT THE ONSET OF THE OPTIMAL SEEDING PERIOD SO AS TO MINIMIZE THE DURATION AND AREA OF EXPOSURE OF DISTURBED SOIL TO ## SITE PREPARATION: ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE AREA, STEEPNESS OF SLOPES, AND COSTS. MATERIALS: ## FLOCCULANT NOTES 2. MULCH NETTINGS - STAPLE PAPER, JUTE, COTTON, OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE A DEGRADABLE NETTING IN AREAS TO BE MOWED. A FLOCCULENT SUCH AS “PAM” (POLYACRYLAMIDE) MAY BE ADDED TO THE BASIN IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO REMOVE FINE SUSPENDED COLLOIDAL MATERIAL PRIOR TO DEWATERING. ALL DEWATERING DISCHARGES MUST BE TO A STABILIZED LOCATION. A SOURCE OF FREE CATIONIC IONS (SUCH AS CA 2+) MAY BE REQUIRED AT A RATE OF 50- 60 GM CA2+ /KG PAM TO ENCOURAGE BONDING BETWEEN COLLOIDS AND PAM. MATERIALS SUCH AS LIME, CACL, GYPSUM OR FLYASH MAY BE USED TO PROVIDE THE CATION COMPONENT. THE FLOCCULENT SHALL NOT CAUSE ADVERSE ENVIRONMENTAL CONDITIONS TO DEVELOP IN THE AREA RECEIVING THE BASIN DISCHARGE. FLOCCULENT MAY BE ADDED THROUGH THE USE OF 'LOGS' OR SIMILAR DEVICES IMPREGNATED WITH PAM TO DOSE INFLOW WATER PRIOR TO ENTRANCE TO THE SEDIMENT BASIN. SUCH DEVICES SHALL BE PLACED TO ALLOW COMPLETE PASSAGE OF THE DESIGN STORM AND SHALL NOT OBSTRUCT FLOW THROUGH STORM SEWER SYSTEMS." 1. TOPSOIL SHOULD BE FRIABLE, LOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS AND STONES, AND CONTAIN NO TOXIC SUBSTANCE OR ADVERSE CHEMICAL OR PHYSICAL CONDITION THAT MAY BE HARMFUL TO PLANT GROWTH SOLIBLE SALTS SHOULD NOT REF EXCESSIVE CRIMPER (MULCH ANCHORING COULDER TOOL) - A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISC HARROW, ESPECIALLY DESIGNED TO PUSH OR CUT SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES INTO THE SOIL SO AS TO ANCHOR IT AND LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS LIMITED TO AREAS TRAVERSABLE BY A TRACTOR, WHICH MUST OPERATE ON THE CONTOUR OF SLOPES. STRAW MULCH RATE MUST BE 3 TONS PER ACRE. NO TACKIFYING OR ADHESIVE AGENT IS REQUIRED. LIQUID MULCH-BINDERS - MAY BE USED TO ANCHOR SALT HAY, HAY OR TRAW MULCH. 2. STRIPPING SHALL BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. 1. FIELD EXPLORATION SHOULD BE MADE TO DETERMINE WHETHER QUANTITY AND OR QUALITY OF SURFACE SOIL JUSTIFIES STRIPPING. ### b. USE ONE OF THE FOLLOWING: 3. WHERE FEASIBLE, LIME MAY BE APPLIED BEFORE STRIPPING AT A RATE DETERMINED BY SOIL TESTS TO BRING SOIL PH TO APPROXIMATELY 6.5. a. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND MAY CATCH THE MULCH, IN VALLEYS, AND AT CRESTS OF BANKS. THE REMAINDER OF THE AREA SHOULD BE UNIFORM IN APPEARANCE. ## STRIPPING AND STOCKPILING: (2) SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN DILUTED AND, FOLLOWING APPLICATION OF MULCH, DRYING AND CURING, SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN WATER. BINDER SHALL BE APPLIED AT RATES RECOMMENDED BY THE (1) ORGANIC AND VEGETABLE BASED BINDERS - NATURALLY OCCURRING, POWDER-BASED, HYDROPHILIC MATERIALS WHEN MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO MULCH UNDER SATISFACTORY CURING CONDITIONS WILL FORM MEMBRANED NETWORKS OF INSOLUBLE POLYMERS. THE VEGETABLE GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTOTOXIC EFFECT OR IMPEDE GROWTH OF TURF GRASS. USE AT RATES AND WEATHER CONDITIONS AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH MATERIALS. MANY NEW PRODUCTS ARE AVAILABLE, SOME OF WHICH MAY NEED FURTHER EVALUATION FOR USE IN THIS STATE. TO PLANT GROWTH. SOLUBLE SALTS SHOULD NOT BE EXCESSIVE (CONDUCTIVITY LESS 0.5 MILLIMHOS PER CENTIMETER. MORE THAN 0.5 MILLIMHOS MAY DESSICATE SEEDLINGS AND ADVERSELY IMPACT GROWTH). IMPORTED TOPSOIL SHALL HAVE A MINIMUM ORGANIC MATTER CONTENT OF 2.75 PERCENT. ORGANIC MATTER CONTENT MAY BE RAISED BY ADDITIVES. NOTE: ALL NAMES GIVEN ABOVE ARE REGISTERED TRADE NAMES. THIS DOES NOT CONSTITUTE A RECOMMENDATION OF THESE PRODUCTS TO THE EXCLUSION OF OTHER PRODUCTS. B. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER CONTAINING NO GROWTH OR GERMINATION INHIBITING MATERIALS, USED AT THE RATE OF 1,500 POUNDS PER ACRE (OR AS RECOMMENDED BY THE PRODUCT MANUFACTURER) AND MAY BE APPLIED BY A HYDROSEEDER. MULCH SHALL NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL. IRRIGATION (WHERE FEASIBLE) C. PELLETIZED MULCH - COMPRESSED AND EXTRUDED PAPER AND/OR WOOD FIBER PRODUCT, WHICH MAY CONTAIN CO-POLYMERS, TACKIFIERS, FERTILIZERS, AND COLORING AGENTS. THE DRY PELLETS, WHEN APPLIED TO A SEEDED AREA AND WATERED, FORM A MULCH MAT. PELLETIZED MULCH SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MULCH MAY BE APPLIED BY HAND OR MECHANICAL SPREADER AT THE RATE OF 60-75 LBS/1,000 SQUARE FEET AND ACTIVATED WITH 0.2 TO 0.4 INCHES OF WATER. THIS MATERIAL HAS BEEN FOUND TO BE BENEFICIAL FOR USE ON SMALL LAWN OR RENOVATION AREAS, SEEDED AREAS WHERE WEED-SEED FREE MULCH IS DESIRED, OR ON SITES WHERE STRAW MULCH AND TACKIFIER AGENT ARE NOT PRACTICAL OR DESIRABLE. APPLYING THE FULL 0.2 TO 0.4 INCHES OF WATER AFTER SPREADING PELLETIZED MULCH ON THE SEED BED IS EXTREMELY IMPORTANT FOR SUFFICIENT ACTIVATION AND EXPANSION OF THE MULCH TO PROVIDE SOIL COVERAGE. SINCE SOIL ORGANIC MATTER CONTENT AND SLOW RELEASE NITROGEN FERTILIZER WATER INSOLUBLE) ARE PRESCRIBED IN SECTION 2A - SEEDBED PREPARATION IN THIS STANDARD, NO FOLLOW-UP OF TOPDRESSING IS MANDATORY. AN EXCEPTION MAY BE MADE WHERE GROSS NITROGEN DEFICIENCY EXISTS IN THE SOIL TO THE EXTENT THAT TURF FAILURE MAY DEVELOP. IN THAT INSTANCE, TOPDRESS WITH 10-10-10 OR EQUIVALENT AT 300 POUNDS PER ACRE OR 7 POUNDS PER 1,000 SQUARE FEET EVERY 3 TO 5 WEEKS UNTIL THE GROSS NITROGEN DEFICIENCY IN THE TURF IS AMELI ORATED IF SOIL MOISTURE IS DEFICIENT SUPPLY NEW SEEDING WITH ADEQUATE WATER (A MINIMUM OF 1/4 INCH APPLIED UP TO TWICE A DAY UNTIL VEGETATION IS WELL ESTABLISHED). THIS IS ESPECIALLY TRUE WHEN SEEDINGS ARE MADE IN ABNORMALLY DRY OR HOT WEATHER OR ON DROUGHTY SITES. 2. TOPSOIL SUBSTITUTE IS A SOIL MATERIAL WHICH MAY HAVE BEEN AMENDED WITH SAND, SILT, CLAY ORGANIC MATTER, FERTILIZER OR LIME AND HAS THE APPEARANCE OF TOPSOIL. TOPSOIL SUBSTITUTES MAY BE UTILIZED ON SITES WITH INSUFFICIENT TOPSOIL FOR ESTABLISHING PERMANENT VEGETATION. ALL TOPSOIL SUBSTITUTE MATERIALS SHALL MEET THE REQUIREMENTS OF TOPSOIL NOTED ABOVE. SOIL TESTS SHALL BE PERFORMED TO DETERMINE THE COMPONENTS OF SAND, SILT, CLAY, ORGANIC MATTER, SOLUBLE SALTS AND PH LEVEL. THE QUALITY OF PERMANENT VEGETATION RESTS WITH THE CONTRACTOR. THE TIMING OF SEEDING, PREPARING THE SEEDBED, APPLYING NUTRIENTS, MULCH AND OTHER MANAGEMENT ARE ESSENTIAL. THE SEED APPLICATION RATES IN TABLE 4-3 ARE REQUIRED WHEN A REPORT OF COMPLIANCE IS 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. THESE RATES APPLY TO ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION ### 7. ESTABLISHING PERMANENT VEGETATIVE STABILIZATION MEANS 80% VEGETATIVE COVER (OF THE SEEDED SPECIES) AND MOWED ONCE. NOTE THIS DESIGNATION OF MOWED ONCE DOES NOT GUARANTEE THE PERMANENCY OF THE TURF SHOULD OTHER MAINTENANCE FACTORS BE NEGLECTED OR OTHERWISE MISMANAGED. EROSION. IMMEDIATELY PROCEED TO ESTABLISH VEGETATIVE COVER IN ACCORDANCE WITH THE SPECIFIED SEED MIXTURE. TIME IS OF THE ESSENCE. 2. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION AND ANCHORING, AND MAINTENANCE. 3. AS GUIDANCE FOR IDEAL CONDITIONS, SUBSOIL SHOULD BE TESTED FOR LIME REQUIREMENT. LIMESTONE, IF NEEDED, SHOULD BE APPLIED TO BRING SOIL TO A PH OF APPROXIMATELY 6.5 AND INCORPORATED INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES. 4. PRIOR TO TOPSOILING, THE SUBSOIL SHALL BE IN COMPLIANCE WITH THE STANDARD FOR LAND GRADING. 5. EMPLOY NEEDED EROSION CONTROL PRACTICES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENTATION BASINS, AND WATERWAYS. ## APPLYING TOPSOIL 1. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL STRUCTURE; I.E., LESS THAN FIELD CAPACITY (SEE GLOSSARY). 2. A UNIFORM APPLICATION TO AN AVERAGE DEPTH OF 5.0 INCHES, MINIMUM OF 4 INCHES, FIRMED IN PLACE IS REQUIRED. ALTERNATIVE DEPTH MAY BE CONSIDERED WHERE SPECIAL REGULATORY AND/OR INDUSTRY DESIGN STANDARDS ARE APPROPRIATE SUCH AS GOLF COURSES, SPORTS FIELDS, LANDFILL CAPPING, ETC., SOILS WITH A PH OF 4.0 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF 12 INCHES OF SOIL HAVING A PH OF 5.0 OR MORE, IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOIL. PURSUANT TO THE REQUIREMENTS IN SECTION 7 OF THE STANDARD FOR PERMANENT VEGETATIVE STABILIZATION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT PERMANENT VEGETATIVE COVER BECOMES ESTABLISHED ON AT LEAST 80% OF THE SOILS TO BE STABILIZED WITH VEGETATION. FAILURE TO ACHIEVE THE MINIMUM COVERAGE MAY REQUIRE ADDITIONAL WORK TO BE PERFORMED BY THE CONTRACTOR TO INCLUDE SOME OR ALL OF THE FOLLOWING: SUPPLEMENTAL SEEDING, RE-APPLICATION OF LIME AND FERTILIZERS, AND/OR THE ADDITION OF ORGANIC MATTER (LE COMPOST) AS A TOP DRESSING. SUCH ADDITIONAL ORGANIC MATTER (I.E. COMPOST) AS A TOP DRESSING. SUCH ADDITIONAL MEASURES SHALL BE BASED ON SOIL TESTS SUCH AS THOSE OFFERED BY RUTGERS COOPERATIVE EXTENSION SERVICE OR OTHER APPROVED LABORATORY FACILITIES QUALIFIED TO TEST SOIL SAMPLES FOR AGRONOMIC PROPERTIES. ## TOPSOILING NOTES 1. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH WORK WITHOUT DAMAGING SOIL STRUCTURE. 2. A UNIFORM APPLICATION TO AN AVERAGE DEPTH OF 5" (MINIMUM 4") FIRMED IN PLACE IS REQUIRED. 3. PURSUANT TO THE REQUIREMENTS IN SECTION 7 OF THE STANDARD FOR PERMANENT VEGETATIVE STABILIZATION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT PERMANENT VEGETATIVE COVER BECOMES ESTABLISHED ON AT LEAST 80% OF THE SOILS TO BE STABILIZED WITH VEGETATION. FAILURE TO ACHIEVE THE MINIMUM COVERAGE MAY REQUIRE ADDITIONAL WORK TO BE PERFORMED. ## STANDARD FOR STABILIZATION WITH SOD 1. HIGH QUALITY CULTIVATED SOD IS PREFERRED OVER NATIVE OR PASTURE SOD. 2. SOD SHOULD BE FREE OF BROADLEAF WEEDS AND UNDESIRABLE COARSE AND FINE WEED GRASSES. 3. SOD SHOULD BE OF UNIFORM THICKNESS, TYPICALLY 5/8 INCH, PLUS OR MINUS 1/4 INCH, AT TIME OF CUTTING (EXCLUDES TOP GROWTH.). SOD SHOULD BE VIGOROUS AND DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN SUSPENDED VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10 PERCENT OF THE STRIP. BROKEN PADS AND ROLLS OR TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE. FOR DROUGHTY SITES, A SOD OF TURF-TYPE TALL FESCUE OR TURF-TYPE TALL FESCUE MIXED WITH KENTUCKY BLUEGRASS IS PREFERRED OVER A 100% KENTUCKY BLUEGRASS SOD. ALTHOUGH NOT WIDELY AVAILABLE, A SOD OF FINE FESCUE IS ALSO ACCEPTABLE FOR DROUGHTY SITES. ONLY MOIST, FRESH, UNHEATED SOD SHOULD BE USED. SOD SHOULD BE HARVESTED, DELIVERED, AND INSTALLED WITHIN A PERIOD OF 24 HOURS OR LESS DURING SUMMER MONTHS. ### 1. SITE PREPARATION GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR LIMING, FERTILIZING, INCORPORATION OF ORGANIC MATTER, AND OTHER SOIL PREPARATION PROCEDURES. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH STANDARD FOR LAND GRADING. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK WITHOUT DAMAGING THE SOIL STRUCTURE. A UNIFORM APPLICATION TO A DEPTH OF 6 INCHES (UNSETTLED) IS REQUIRED ON ALL SITES. SEE THE STANDARD FOR TOPSOILING FOR TOPSOIL AND AMENDMENT REQUIREMENTS. C. INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS, AND WATERWAYS ### 2. SOIL PREPARATION UNIFORMLY APPLY GROUND LIMESTONE, AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES HTTP://NJAES.RUTGERS.EDU/COUNTY/). FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE AND INCORPORATED INTO THE SURFACE 4 INCHES. IF FERTILIZER IS NOT INCORPORATED, APPLY 1/2 THE RATE DESCRIBED ABOVE DURING SEEDBED PREPARATION AND REPEAT ANOTHER 1/2 RATE APPLICATION OF THE SAME FERTILIZER WITHIN 3 TO 5 WEEKS AFTER SEEDING. CALCIUM CARBONATE IS THE EQUIVALENT AND STANDARD FOR MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. WORK LIME, AND FERTILIZER INTO THE TOPSOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM, FINE SEEDBED IS PREPARED. C. REMOVE FROM THE SURFACE ALL OBJECTS THAT WOULD PREVENT GOOD SOD TO TOPSOIL CONTACT AND REMOVE ALL OTHER DEBRIS, SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS, OR OTHER UNSUITABLE MATERIAL. D. INSPECT SITE JUST BEFORE SODDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED IN ACCORDANCE WITH THE ABOVE. SOD STRIPS SHOULD BE LAID ON THE CONTOUR, NEVER UP AND DOWN THE SLOPE, STARTING AT THE BOTTOM OF THE SLOPE AND WORKING UP. ON STEEP SLOPES, THE USE OF LADDERS WILL FACILITATE THE WORK AND PREVENT DAMAGE TO THE SOD. DURING PERIODS OF HIGH TEMPERATURE, LIGHTLY IRRIGATE THE SOIL IMMEDIATELY PRIOR TO LAYING THE SOD. PLACE SOD STRIPS WITH SNUG, EVEN JOINTS (SEAMS) THAT ARE STAGGERED. OPEN SPACES INVITE EROSION. LIGHTLY ROLL OR TAMP SOD IMMEDIATELY FOLLOWING PLACEMENT TO INSURE SOLID CONTACT OF ROOT MAT AND SOIL SURFACE. DO NOT OVERLAP SOD. ALL JOINTS SHOULD BE BUTTED TIGHTLY TO PREVENT VOIDS WHICH WOULD CAUSE DRYING OF THE ROOTS AND INVASION OF WEEDS. ON SLOPES GREATER THAN 3 TO 1, SECURE SOD TO SURFACE SOIL WITH WOOD PEGS, WIRE STAPLES BIODEGRADABLE PLASTIC SPIKES, OR SPLIT SHINGLES (8 TO 10 INCHES LONG BY 3/4 INCH WIDE). SURFACE WATER CANNOT ALWAYS BE DIVERTED FROM FLOWING OVER THE FACE OF THE SLOPE, BUT A CAPPING STRIP OF HEAVY JUTE OR PLASTIC NETTING, PROPERLY SECURED, ALONG THE CROWN OF THE SLOPE AND EDGES WILL PROVIDE EXTRA PROTECTION AGAINST LIFTING AND UNDERCUTTING OF SOD. THE SAME TECHNIQUE CAN BE USED TO ANCHOR SOD IN WATER-CARRYING CHANNELS AND OTHER CRITICAL AREAS. WIRE STAPLES MUST BE USED TO ANCHOR NETTING IN CHANNEL WORK. IMMEDIATELY FOLLOWING INSTALLATION, SOD SHOULD BE WATERED UNTIL WATER PENETRATES THE SOIL LAYER BENEATH SOD TO A DEPTH OF 1 INCH. MAINTAIN OPTIMUM WATER FOR AT LEAST TWO WEEKS. TOPDRESSING - SINCE SOIL ORGANIC MATTER AND SLOW RELEASE NITROGEN FERTILIZER (WATER INSOLUBLE) ARE PRESCRIBED IN SECTIONS 1 AND 2IN THIS STANDARD, A FOLLOW-UP TOPDRESSING IS NOT MANDATORY, EXCEPT WHERE GROSS NITROGEN DEFICIENCY EXISTS IN THE SOIL TO THE EXTENT THAT TURF FAILURE MAY DEVELOP, TOPDRESSING SHALL THEN BE APPLIED. TOPDRESS WITH 10-0-10 OR EQUIVALENT AT 400 POUNDS PER ACRE OR 7 POUNDS PER 1,000 SQUARE FEET EVERY 3 TO 5 WEEKS UNTIL THE GROSS NITROGEN DEFICIENCY IN THE TURF IS AMELIORATED. ## STANDARD FOR DUST CONTROL THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST: MULCHES - VEGETATIVE COVER - SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT. SPRINKLING - SITE IS SPRINKLED UNTIL THE SURFACE IS WET. BARRIERS - SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING. CALCIUM CHLORIDE - SHALL BE IN THE FORM OF LOOSE, DRY GRANULES OR FLAKES FINE ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO PREVENT WASHING INTO STREAMS OR ACCIMIII ATION AROUND PI ANTS ONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.

MATERIAL	WATER DILUTION	TYPE OF NOZZLE	APPLY (GAL/ACRE)
ANIONIC ASPHALTEMULSION	7:1	COARSE SPRAY	1,200
LATEX EMULSION	12.5:1	FINE SPRAY	235
RESIN IN WATER	7:1	FINE SPRAY	300

POLYACRYLAMIDE (PAM)- SPRAY ON POLYACRYLAMIDE (PAM)- DRY SPREAD APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. SEE SEDIMENT BASIN STANDARD, P. 26-1 ## STANDARD FOR STABILIZATION WITH MULCH ONLY THIS PRACTICE IS APPLICABLE TO AREAS SUBJECT TO EROSION, WHERE THE SEASON AND OTHER CONDITIONS MAY NOT BE SUITABLE FOR GROWING AN EROSION-RESISTANT COVER OR WHERE STABILIZATION IS NEEDED FOR A SHORT PERIOD UNTL MORE SUITABLE PROTECTION CAN BE APPLIED. REFER TO SESC NOTE #6. ## METHOD AND MATERIALS: GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF ## SITE PREPARATION CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING MULCH APPLICATION, AND MULCH ANCHORING. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH STANDARDS FOR LAND GRADING. B. INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS, AND WATERWAYS, SEE STANDARDS 11 THROUGH 42. ## PROTECTIVE MATERIALS A. UNROTTED SMALL-GRAIN STRAW, AT 2.0 TO 2.5 TONS PER ACRE, IS SPREAD UNIFORMLY AT 90 TO 115 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL. LIQUID MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. THE APPROVED RATES ABOVE HAVE BEEN MET WHEN THE MULCH COVERS THE GROUND COMPLETELY UPON VISUAL INSPECTION, I.E. THE SOIL CANNOT BE SEEN BELOW THE MULCH. C. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 POUNDS PER ACRE (OR ACCORDING TO THE MANUFACTURER'S REQUIREMENTS) MAY BE APPLIED BY A HYDROSEEDER. D. MULCH NETTING, SUCH AS PAPER JUTE, EXCELSIOR, COTTON, OR PLASTIC, MAY BE USED. E. WOODCHIPS APPLIED UNFORMLY TO A MINIMUM DEPTH OF 2 INCHES MAY BE USED. WOOOCHPS WILL NOT BE USED ON AREAS WHERE FLOWING WATER COULD WASH THEM INTO AN INLET AND PLUG IT. F. GRAVEL CRUSHED STONE, OR SLAG AT THE RATE OF 9 CUBIC YARDS PER 1,000 SF. APPLIED UNIFORMLY TO A MINIMUM DEPTH OF 3 INCHES MAY BE USED. SIZE 2 OR 3 (ASTM C-33) IS RECOMMENDED. 3. MULCH ANCHORING - SHOULD BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT OF HAY OR STRAW MULCH TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE AREA AND STEEPNESS OF SLOPES. A. PEG AND TWINE - DRIVE 8 TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 INCHES OF THE SOIL SURFACE EVERY 4 FEET IN ALL DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY STRETCHING TWINE BETWEEN PEGS IN A CRISS-CROSS AND A SQUARE PATTERN. SECURE TWINE AROUND EACH PEG WITH TWO OR MORE ROUND TURNS. B. MULCH NETTINGS- STAPLE PAPER, COTTON, OR PLASTIC NETTINGS OVER MULCH. USE DEGRADABLE NETTING IN AREAS TO BE MOWED. NETTING IS USUALLY AVAILABLE IN ROLLS 4 FEET WIDE AND UP TO 300 FEET LONG. C. CRIMPER MULCH ANCHORING COULTER TOOL - A TRACTOR-DRAWN IMPLEMENT ESPECIALLY DESIGNED TO PUNCH AND ANCHOR MULCH INTO THE SOIL SURFACE. THIS PRACTICE AFFORDS MAXIMUM EROSION CONTROL, BUT ITS USE IS LIMITED TO THOSE SLOPES UPON WHICH THE TRACTOR CAN OPERATE SAFELY. SOIL PENETRATION SHOULD BE ABOUT 3 TO 4 INCHES ON SLOPING LAND, THE OPERATION SHOULD BE ON THE CONTOUR. ## LIQUID MULCH-BINDERS 1. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH, IN VALLEYS AND AT CRESTS OF BANKS. REMAINDER OF AREA SHOULD BE UNIFORM IN APPEARANCE. 2. USE ONE OF THE FOLLOWING: A. ORGANIC AND VEGETABLE BASED BINDERS - NATURALLY OCCURRING, POWDER BASED,HYDROPHILIC MATERIALS THAT MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO MULCH UNDER SATISFACTORY CURING CONDITIONS WLL FORM MEMBRANE NETWORKS OF INSOLUBLE POLYMERS. THE VEGETABLE GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTO-TOXIC EFFECT OR IMPEDE GROWTH OF TURFGRASS. VEGETABLE BASED GELS SHALL BE APPUED AT RATES AND WEATHER CONDITIONS RECOMMENDED BY THE MANUFACTURER. B. SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION. MISCIBLE WITH WATER WHEN DILUTED AND FOLLOWING APPLICATION TO MULCH, DRYING AND CURING SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN WATER IT SHALL BE APPLIED AT RATES AND WEATHER CONDITIONS RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY CONDITIONS RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS. ## METHODS AND MATERIALS ## PINELANDS NATIONAL RESERVE SPECIFICATION NOTES DUE TO THE LOW FERTILITY OF NATIVE SOILS AND OTHER RELATED FACTORS, INDIGENOUS PINELANDS VEGETATION CAN BE RELATIVELY SLOW TO RE-COLONIZE DISTURB E AREAS. NATURAL RE-COLONIZATION BY NATIVE PLANTS IS PREFERABLE HOWEVER, WHERE THE INTENDED LAND USE PERMITS OR REQUIRES NATIVE PLANT RE-GROWTH THE FOLLOWING APPROACHES SHALL BE USED FOR POST-DEVELOPMENT SOIL STABILIZATION IN THE PINELANDS NATIONAL RESERVE (PNR) IN AREAS WHERE IT IS A DESIRE FOR NATIVE PLANT MATERIALS TO BE USED. THESE PRACTICES ARE LIMITED TO AREAS WHERE SLOPE IS LESS THAN 2% WHICH DO NOT EXPERIENCE CONCENTRATED SURFACE RUNOFF. NOTE: AREAS REQUIRING TRADITIONAL TURF-TYPE VEGETATION EITHER BY SEEDING OR SODDING SHALL BE SUBJECT TO THE STANDARDS FOR TOPSOILING OR SODDING AND THE PRIOR PORTIONS OF THIS STANDARD WHICH DETAIL METHODS FOR PERMANENT VEGETATIVE STABILIZATION. TABLE 4-4 BELOW CONTAINS THE REQUIRED COOL SEASON TURF MIXTURE SUITABLE FOR USE IN THE PNR. PNR A-HORIZON SOIL SHALL BE SEGREGATED AND STOCKPILED SEPARATELY TO MAINTAIN SEED AND ROOT STOCK REMNANTS FOR REVEGETATION EFFORTS OUTLINED BELOW. ## SITE / SEEDBED PREPARATION 1. THE REUSE OF STOCKPILED PINELANDS A-HORIZON SOILS TO THE DEPTH FOUND PRIOR TO CONSTRUCTION (1.0" MINIMUM) IS REQUIRED FOR ALL PERMANENT STABILIZATION EFFORTS INVOLVING NATIVE PLANT MATERIALS. 2. PH, ORGANIC MATTER, TEXTURE AND CATION EXCHANGE CAPACITY (CEC) (AS ESTIMATED BY SUM OF CATIONS, CECSUM) OF ANY NON-NATIVE PNR SOIL SHALL BE • SEE WEB SOIL SURVEY: HTTP://WEBSOILSURVEY.NRCS.USDA.GOV/APP/WEBSOILSURVEY.ASPX FOR TYPICAL SOIL MEASUREMENTS FOR PH, SOIL TEXTURE, ORGANIC MATTER AND CEC. 3. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION AND MULCH ANCHORING. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH STANDARDS FOR LAND GRADING, INCLUDING METHODS TO ALLEVIATE SOIL COMPACTION (THE ADDITION OF COMPOST FOR ORGANIC MATTER SHALL NOT EXCEED THE IN-SITU COMPOSITION). 4. SAND FENCING - SAND FENCING (STANDARD SNOW FENCE) MAY BE USED TO ADDRESS POTENTIAL WIND EROSION ON LARGE SITES (SEE SAND FENCING, DUNE STABILIZATION STANDARD). SAND FENCING SHALL BE USED IN COMBINATION WITH OTHER PERMANENT STABILIZATION METHODS TO PREVENT EROSION. RESEEDING WITH PINELANDS APPROVED SEED MIXTURES APPROPRIATE SEED MIXTURES HAVE BEEN SELECTED FROM TABLE 4-4. THE MIXTURES ARE SHOWN BELOW. SEED SHALL BE BROADCAST OR DRILL SEEDED DIRECTLY THE A-HORIZON SOILS. MULCH CONSISTENT WITH THE STANDARD. 1. IN CASES WHERE IT IS DESIRABLE OR REQUIRED FOR NATIVE VEGETATION TO BE RE-ESTABLISHED BY UNASSISTED RECOLONIZATION, A-HORIZON SOILS (WITHOUT ADDED SEEDING) SHALL BE PROTECTED FROM EROSION BY ANY OF THE FOLLOWING MEASURES UNTIL NATIVE PLANT MATERIALS (SEED AND ROOT STOCK PRESERVED IN A-HORIZON SOILS AND OTHER NATIVE VOLUNTEER VEGETATION) RE-COLONIZE THE AREA: A. UNROTTED SMALL-GRAIN STRAW, AT 2.0 TO 2.5 TONS PER ACRE, IS SPREAD UNIFORMLY AT 90 TO 115 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR NETTING TIE DOWN OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. THE APPROVED RATES ABOVE HAVE BEEN MET WHEN THE MULCH COVERS THE GROUND COMPLETELY UPON VISUAL INSPECTION. B. LIGHT I AYER (2 INCHES THICK MAXIMIM) OF WOOD CHIPS (LOCAL) Y SOIRCED FROM WITHIN THE PINEL ANDS NATIONAL RESERVE IF AVAILABLE B. LIGHT LAYER (2 INCHES THICK MAXIMUM) OF WOOD CHIPS (LOCALLY SOURCED FROM WITHIN THE PINELANDS NATIONAL RESERVE IF AVAILABLE) C. UNSEEDED, TYPE A1 (OR GREATER) BIODEGRADABLE EROSION CONTROL BLANKET. D. COMBINATIONS OF THE ABOVE. RE-APPLY MULCH MATERIALS AS NEEDED (TO LIMIT EROSION) UNTIL AN ADEQUATE COVER OF NATIVE PLANTS IS ESTABLISHED. * THIS MAY REQUIRE SEVERAL GROWING SEASONS TO ADEQUATELY ESTABLISH NATIVE VEGETATION. A BOND (ESTIMATE TO BE PREPARED BY A NJ LICENSED ENGINEER) MAY BE REQUIRED BY THE LOCAL SOIL ONSERVATION DISTRICT TO ENSURE THE SUITABLE ESTABLISHMENT OF NATIVE VEGETATION IS ACCOMPLISHED. A FINAL CERTIFICATE OF COMPLIANCE SHALL NOT BE SSUED TO THE OVERALL PROJECT SITE UNTIL ADEQUATE, PERMANENT VEGETATIVE COVER IS ESTABLISHED. G. IF NATURAL RE-COLONIZATION FAILS AFTER 2 GROWING SEASONS, VEGETATIVE ESTABLISHMENT WILL REQUIRE THE AREA TO BE MECHANICALLY SEEDDED WITH THE MIXTURE BELOW FROM TABLE 4-4 OR OTHERWISE REPLANTED WITH LIVE VEGETATION. ## SEED MIXTURES: SCHIZACHYRIUM SCOPARIUM, DICHANTHELIUM CLANDESTINUM, PANICUM VIRGATUM, CHAMAECRISTA FASCICULATA - SEEDING RATE (LBS/AC) - HORDEUM VULGARE - SEEDING RATE (LBS/AC) - 30 1. ADEQUATE COVER IS DEFINED AS NO VISIBLE EVIDENCE OF OFF-SITE EROSION WITH THE NATURAL RE-COLONIZATION APPEARING TO HAVE THE SAME SPACING (IF NOT HEIGHT) AS UNDISTURBED VEGETATION IN THE IMMEDIATE VICINITY. ## SANDFENCING NOTES #### A. MATERIA 1. FENCING STANDARD 4 FT. SLATTED WOOD SNOW FENCING; WOOD MUST BE DECAY FREE. POLYVINYL FENCING MATERIAL WITH 50% POROSITY MAY BE USED AS AN ALTERNATIVE. FOUR WIRE TIES (> 12 GA.) MUST BE USED TO SECURE FENCING TO EACH POST. ### 2. POSTS WOODEN POSTS MUST BE > 6½ FT. LONG, WITH A MINIMUM DIAMETER OF 3 INCHES; TYPICAL LENGTH RANGES FROM 7 TO 8 FT. THE POSTS SHOULD BE MADE FROM BLACK LOCUST, EASTERN RED CEDAR, ATLANTIC WHITE CEDAR, OR OTHER SPECIES OF SIMILAR DURABILITY AND STRENGTH. SPACE POSTS 10 FT. APART, AND SET THEM > 3 FEET DEEP. 1. POSITION - ORIENTATION OF FENCE LINE IS PERPENDICULAR TO THE WIND DIRECTION. A ZIGZAG PATTERN MAY ALSO BE CONSIDERED. 2. INSTALLATION - WEAVE FENCING IN FRONT OF AND BEHIND ALTERNATING POSTS TO ATTAIN MAXIMUM 3. REPLACEMENT - SAND WILL TYPICALLY FILL FENCING TO 3/4 OF ITS TOTAL HEIGHT AT A MAXIMUM; UPON REACHING MAXIMUM FENCE CAPACITY, ADDITIONAL LINES OF FENCE CAN BE ADDED; REPLACE DAMAGED FENCING AND POSTS WITHIN ONE MONTH OF STORM DAMAGE. ## EMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION FOR ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER ON SOILS EXPOSED FOR PERIODS OF TWO TO SIX MONTHS WHICH ARE NOT UNDER ACTIVE CONSTRUCTION OR NOT SCHEDULED FOR PERMANENT SEEDING WITHIN 60 DAYS. 1. SITE PREPARATION- GRADE AS NEEDED AND IN ACCORDANCE WITH "STANDARDS FOR LAND GRADING" FOUND ON PAGE 19-1. INSTALL TEMPORARY EROSION CONTROL PRACTICES OR FACILITIES AS SHOWN. IMMEDIATELY PRIOR TO SEEDING THE SURFACE SHOULD BE SCARIFIED 6-12" WHERE THERE HAS BEEN SOIL COMPACTION AND NO DANGER TO UNDERGROUND UTILITIES. ### . SEEDED PREPARATION APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS RECOMMENDATIONS SUCH AS OFFERED BY RUTGER'S CO-OPERATIVE EXTENSION. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. CALCIUM CARBONATE IS THE EQUIVALENT AND STANDARD FOR MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. WORK LIME AND FERTILIZER INTO SOIL TO A DEPTH OF 4" WITH A DISC, OR OTHER SUITABLE EQUIPMENT. FINAL DISKING OPERATION SHOULD BE ON THE GENERAL CONTOUR AND CONTINUE UNTIL A UNIFORM SEEDBED IS PREPARED. ### ECT SEEDBED BEFORE SEEDING. THE AREA MUST BE RE-TILLED IF SOIL IS COMPACTED D. SOILS HIGH IN SULFIDES (PH OF 4 OR LESS) REFER TO STANDARDS PAGE 1-1 REGARDING HIGH ACID PRODUCING SOILS 3. SEEDING- COOL SEASON GRASSES RATES: OPTIMAL SEEDING DATES: ACCEPTABLE SEEDING DATES: OPTIMUM SEEDING DEPTH

PERENIAL RYEGRASS	1.0 LB/SF	2/15-5/1 OR 8/15-10/15	2/1-4/30 OR 5/1-8/14	0.5 IN
SPRING OATS	2.0 LB/SF	2/15-5/1 OR 8/15-10/15		1.0 IN
WINTER BARLEY	2.2 LB/SF	8/15-10/15		1.0 IN
WINTER CEREAL RYE	2.8 LB/SF	8/1-12/15		1.0 IN

PEARL MILLET	.5 LB/SF	5/1-9/1	1.0 IN
MILLET (GERMAN OR HUNGARIAN)	.7 LB/SF	5/1-9/1	1.0 IN

## NOTE: SANDY SOILS REQUIRE TWICE THE DEPTH FOR CONVENTIAL SEEDING, APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER OR DROP SEEDER. SEED SHALL BE INCORPORATED INTO SOIL.TO A DEPTH OF ¼ TO ½ INCH. BY RAKING OR DRAGGING. DEPTH OF SEED MAY BE ¼" DEEPER ON COARSE TEXTURED SOIL SANDY SOILS REQUIRE TWICE THE DEPTH. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED TO SOIL CONTACT. WHEN PERFORMED ON THE CONTOUR. SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL BE MAXIMIZED. ## MULCHING- MULCHING IS REQUIRED ON ALL SEEDING UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, APPLIED AT A RATE OF 11/2 TO 2 TONS PER ACRE, SPREAD MULCH UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 95% OF SOIL SURFACE WILL BE COVERED, (APPROX. 70-90 LB PER 1000 SF). ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY FOLLOWING PLACEMENT TO MINIMIZE LOSS. THIS MAY BE DONE WITH PEG AND TWINE; MULCH NETTINGS SUCH AS PAPER, JUTE, COTTON OR PLASTIC NETTING STAPLED TO THE SOIL SURFACE, USING A DEGRADABLE NETTING IN AREAS TO BE MOWED; A TRACTOR DRAWN CRIMPER (MULCH ANCHORING TOOL) WHERE THE AREAS IS TRAVERSABLE BY TRACTOR (STRAW MULCH RATE MUST BE 1500 POUNDS PER ACRE); OR LIQUID MULCH ANCHORS. A WOOD-FIBER OR PAPER-FIBER MULCH CAN ALSO BE USED AT A RATE OF 1500 POUNDS PER ACRE AND APPLIED BY A HYDROSEEDER. THIS MULCH CANNOT BE MIXED IN A TANK WITH SEED. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS. PELLETIZED MULCH OF COMPRESSED AND EXTRUDED PAPER AND/OR WOOD FIBER, TO BE APPLIED ACCORDING TO MANUFACTURER RECOMMENDATIONS. ## STANDARD FOR DEWATERING RE PRACTICE APPLIES: DEWATERED TO FACILITATE OR COMPLETE THE CONSTRUCTION PROCESS. THE WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAIN SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER. THIS STANDARD DOES NOT ADDRESS THE REMOVAL OF GROUND WATER THROUGH WELL POINTS ETC. THIS STANDARD DESCRIBES THE FOLLOWWG PRACTICE FOR THE REMOVAL OF SEDIMENT LADEN WATERS FROM EXCAVATION AREA: ## SILT CONTROL BAGS SEDIMENT TANK/ SILT CONTROL BAGS ARE CONTAINERS THROUGH WHICH SEDIMENT LADEN WATER IS PUMPED TO TRAP AND RETAIN THE SEDIMENT. A SEDIMENT TANK OR A SILT CONTROL BAG IS TO BE USED ON SITES WHERE EXCAVATIONS ARE DEEP, AND THE SPACE IS LIMITED AND WHERE DIRECT DISCHARGE OF SEDIMENT LADEN WATER TO STREAM AND STORM DRAINAGE SYSTEMS IS TO BE AVOIDED. ## CONSTRUCTION SPECIFICATIONS: A. LOCATION. CONTAINERS (TANKS OR BAGS) SHALL BE LOCATED FOR EASE OF CLEAN-OUT AND DISPOSAL OF THE TRAPPED SEDIMENT AND TO MINIMIZE INTERFERENCE WITH CONSTRUCTION ACTIVITIES AND PEDESTRIAN TRAFFIC. BAGS SHALL NOT BE PLACE DIRECTLY INTO RECEIVING WATERS. B. TANK SIZE. THE FOLLOWING FORMULA SHOULD BE USED IN DETERMINING THE STORAGE VOLUME OF THE TANK: 1 CUBIC FOOT OF STORAGE FOR EACH GALLON PER MINUTE OF PUMP DISCHARGE CAPACITY. TYPICAL TANK CONFIGURATION IS SHOWN ON DETAIL 14-3. TANKS MAY BE CONNECTED IN SERIES TO INCREASE EFFECTIVENESS. C. TANKS CONSIST OF TWO CONCENTRIC CIRCULAR PIPES (CMP), ATTACHED TO A WATERTIGHT BASEPLATE. THE INNER CMP IS PERFORATED WITH 1" HOLES ON 6" CENTERS AND IS WRAPPED WITH GEOTEXTILE AND HARDWARE CLOTH. PUMPED WATER IS DISCHARGED INTO THE INNER CMP WHERE IT FLOWS THROUGH THE GEOTEXTILE INTO THE SPACE BETWEEN THE TWO CMP-S. A DISCHARGE LINE IS ATTACHED TO THE OUTER CMP AND DRAWS FILTERED WATER FROM THE ANNULUS BETWEEN THE TWO CONCENTRIC CMP-S. THE DISCHARGE LINE MAY BE CONNECTED TO ANOTHER TANK WHERE IT DRAWS TO THE INNER CMP OF THE SECOND TANK. THIS SERIES CONNECTION MAY BE CONTINUED INDEFINITELY. D. SEDIMENT CONTROL BAGS MUST BE LOCATED AWAY FROM RECEIVING WATERS AND DISPOSED OF ACCORDING TO MANUFACTURER'S INSTRUCTIONS. SEE DETAL 14-4. BAGS MAY BE COMBINED WITH TEMPORARY FILTERS (ITEM 4, FOLLOWING) FOR ENHANCED FILTRATION. TEMPORARY FILTERS FOR SMALL IMPOUNDMENTS FOR SMALL QUANTITIES OF PONDED WATER SUCH AS MAY BE FOUND IN SHALLOW EXCAVATIONS (SMALL TRENCHES MANHOLE INSTALLATIONS ETC.) A SEDIMENT FILTER MAY BE CONSTRUCTED USING COMBINATIONS OF HAY BALES, SMALL CLEAN STONE AND FILTER FABRIC. THIS METHOD IS LIMITED TO SMALL QUANTITIES OF TRAPPED SURFACE WATER (PUMPING OF WELL POINTS IS EXCLUDED FROM THIS STANDARD) AND WHERE SEDIMENTS ARE NOT HIGHLY COLLOIDAL IN NATURE. ## STORMWATER MANAGEMENT SYSTEM MAINTENANCE NOTES 1. ENTITY RESPONSIBLE FOR THE MAINTENANCE OF STORMWATER MAINTENANCE MEASURES AND SOIL EROSION AND SEDIMENT CONTROL MEASURES DURING AND AFTER CONSTRUCTION: ## 688 CROSS STREET, SUITE A, NJ 08701 INFILTRATION BASIN COMPONENTS EXPECTED TO RECEIVE OR TRAP DEBRIS AND/OR SEDIMENT TO BE INSPECTED FOR CLOGGING 4 TIMES A YEAR AND AFTER EVERY STORM EXCEEDING 1 IN. OF RAIN. SEDIMENT AND DEBRIS/TRASH REMOVAL SHALL BE DONE WHEN BASIN IS DRY. VEGETATED AREAS SHALL BE MOWED AND TRIMMED ON A REGULAR SCHEDULE. INSPECTIONS SHALL BE PERFORMED FOR EROSION AND SCOUR, VEGETATION HEALTH AND DENSITY, AND UNWANTED GROWTH. STRUCTURAL COMPONENTS SHALL BE INSPECTED FOR CRACKING, SUBSIDENCE, EROSION, AND DETERIORATION. THE NORMAL TIME FOR THE BASIN TO DRAIN SHALL BE EVALUATED, AND THIS TIME SHOULD BE USED TO EVALUATE THE PERFORMANCE OF THE BASIN. IF SIGNIFICANT INCREASES IN DRAIN TIME ARE OBSERVED, THE BASINS BOTTOM SURFACE, SUBSOIL, AND OUTLETS SHALL BE EVALUATED AND APPROPRIATE MEASURES SHALL BE TAKEN TO REMEDY THE ISSUE. ALL STORMWATER MANAGEMENT MEASURES MUST BE READILY ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 7. COPIES OF THE MAINTENANCE PLAN MUST BE PROVIDED TO THE OWNER AND OPERATOR OF THE STORMWATER MANAGEMENT MEASURE AND REVIEWING AGENCIES. THE TITLE AND DATE OF THE MAINTENANCE PLAN AND NAME/TITLE AND ADDRESS OF THE PERSON WITH OVERALL MAINTENANCE RESPONSIBILITY MUST BE RECORDED ON THE DEED OF THE PROPERTY. ANY CHANGE IN THE NAME OR TITLE MUST BE RECORDED ON THE DEED PARTICULARLY IF THERE IS A CHANGE OF OWNERSHIP. A DETAILED, WRITTEN LOG OF ALL PREVENTATIVE AND CORRECTIVE MEASURES PERFORMED AT MUST BE KEPT, INCLUDING A RECORD OF INSPECTIONS AND COPIES OF MAINTENANCE WORK ORDERS. 10. THE PERSON WITH OVERALL MAINTENANCE RESPONSIBILITY MUST MAKE THESE RECORDS AVAILABLE FOR REVIEW UPON REQUEST FROM A PUBLIC ENTITY WITH JURISDICTION OVER STORMWATER ACTIVITY ON THE SITE. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY

## E Civil Core CONSULTING CIVIL CORE CONSULTING, LLC 1969 RUTGERS UNIVERSITY BLVD. LAKEWOOD, NJ 08701 NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400 PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: NEW JERSEY ## DRAWING TITLE: ## SOIL EROSION AND SEDIMENT CONTROL NOTES

ROJECT NO.	DATE	DRAWN BY	CHECKED BY
23089	01/22/25	HH	YP

## YOSEF PORTNOY ===== PAGE 15 ===== ## SOIL COMPACTION TESTING REQUIREMENTS 1. SUBGRADE SOILS PRIOR TO THE APPLICATION OF TOPSOIL (SEE PERMANENT SEEDING AND STABILIZATION NOTES FOR TOPSOIL REQUIREMENTS) SHALL BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0 INCHES TO ENHANCE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. 2. AREAS OF THE SITE WHICH ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLY DENOTED ON THE CERTIFIED SOILEROSION CONTROL PLAN. SEE EXAMPLE SITE PLAN AT: HTTP://WWW.NJ.GOV/AGRICULTURE/DIVISIONS/ANR/NRC/ NJEROSION.HTML 3. COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. A COPY OF THE PLAN OR PORTION OF THE PLAN SHALL BE USED TO MARKLOCATIONS OF TESTS, AND ATTACHED TO THE SOIL COMPACTION MITIGATION VERIFICATION FORM, AVAILABLE FROM THE LOCAL SOIL CONSERVATION DISTRICT OR HTTP://WWW.NJ.GOV/AGRICULTURE/DIVISIONS/ANR/NRC/ NJEROSION.HTML. THIS FORM MUST BE FILLED OUT AND SUBMITTED PRIOR TO RECEIVING A CERTIFICATE OF COMPLIANCE FROM THE DISTRICT. 4.IN THE EVENT THAT TESTING INDICATES COMPACTION IN EXCESS OF THE MAXIMUM THRESHOLDS INDICATED FOR THE SIMPLIFIED TESTINGMETHODS (SEE DETAILS BELOW), THE CONTRACTOR/OWNER SHALL HAVE THE OPTION TO PERFORM CONTRACTOR/OWNER SHALL HAVE THE OPTION TO PERFORM EITHER (1) COMPACTION MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTED ON THE PLAN (EXCLUDING EXEMPT AREAS), OR (2) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE COMPACTION WHEREUPON ONLY THE EXCESSIVELY COMPACTED AREAS WOULD REQUIRE COMPACTION MITIGATION. ADDITIONAL DETAILED TESTING SHALL BE PERFORMED BY A TRAINED, LICENSED PROFESSIONAL. COMPACTION TESTING METHODS PROBING WIRE TEST (SEE DETAIL C. TUBE BULK DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED D. NUCLEAR DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED) NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE A DRY WEIGHT, SOIL BULK DENSITY MEASUREMENT MAY BE ALLOWED SUBJECT TO DISTRICT APPROVAL. SOIL COMPACTION TESTING IS NOT REQUIRED IF/WHEN SUBSOIL COMPACTION REMEDIATION (SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) OR SIMILAR) IS PROPOSED AS PART OF THE SEQUENCE OF CONSTRUCTION. PROCEDURES FOR SOIL COMPACTION MITIGATION PROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSOIL AND ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. RESTORATION OF COMPACTED SOILS SHALL BE THROUGH DEEF SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). IN THE ALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER MAYBE SUBSTITUTED SUBJECT TO DISTRICT APPROVAL. ## SOIL COMPACTION MITIGATION NOTES 1. PROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSOIL AND ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. 2. RESTORATION OF COMPACTED SOILS SHALL BE THROUGH DEEP SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). IN THE ALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER MAY BE SUBSTITUTED SUBJECT TO DISTRICT APPROVAL. 3. SOIL COMPACTION TESTING IS NOT REQUIRED IF/WHEN SUBSOIL COMPACTION REMEDIATION (SCARIFICATION/TILLAGE 6" MINIMUM DEPTH) IS PROPOSED AS PART OF THE SEQUENCE OF CONSTRUCTION. GAUGE READING – SHOULD BE 300 PSI OR LESS AT 6" DEPTH

PENETROMETER MAY BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED) 6.0" MIN. VISIBLE MARK ON WIRE AT DEPTH USE CORRECT SIZE TIP — FOR SOIL TYPE ## NOTE: 1. SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN THE SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY DOWNWARD PRESSURE USED TO ADVANCE THE PROBE. PROBE MUST PENETRATE AT LEAST 6" WITH LESS THAN 300 PSI READING ON THE GAUGE. 2. USE 1/2" TIP FOR FIRM SOIL, 3/4" TIP FOR SOFT SOIL. ## HANDHELD SOIL PENETROMETER TEST DETAIL NOT TO SCALE — TESTING NOT REQUIRED WITHIN 20' AREA AROUND FOUNDATION WITH BASEMENT OR 12' AREA AROUND FOUNDATION WITH CRAWL SPACE OR SLAB COMPACTION TEST — LOCATION (TYP.)

NOTE: 1. SOIL COMPACTION TESTING LOCATIONS IDENTIFIED ARE RECOMMENDED LOCATIONS FOR GRADED/DISTURBED AREAS WITHIN THE VICINITY OF BUILDING AND STRUCTURES OR ON INDIVIDUAL LOTS. MINIMUM TWO (2) TEST PITS PER LOT UP TO 1 ACRE OF DISTURBANCE. 2. FOR GRADED/DISTURBED AREAS WITHIN OPEN OR COMMON SPACES, SOIL COMPACTION TESTING SHALL BE PERFORMED AT TWO (2) TEST PITS PER ACRE OF OVERALL LIMIT OF DISTURBANCE, EVENLY DISTRIBUTED. ## LEGEND: SOIL COMPACTION TESTING AREAS HOLD WIRE HERE WIRE MUST PENETRATE A MINIMUM OF 6" WITHOUT DEFORMATION RECOMMENDED SOIL COMPACTION TEST LOCATIONS TYPICAL SOIL COMPACTION TESTING LOACTIONS DETAIL NOT TO SCALE ## SURVEY MARKER FLAG; 15.5 GAUGE STEEL WIRE 6.0" MIN. VISIBLE MARK ON WIRE AT DEPTH

WIRE MAY BE REINSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN THE SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY DOWNWARD PRESSURE USED TO ADVANCE THE WIRE. NOTES: 2. RECORD THE DEPTH OF PENETRATION WHEN WIRE IS DEFORMED. ## PROBING WIRE TEST DETAIL NOT TO SCALE — BAG MAY BE SURROUNDED BY STAKED HAY BALES AND FILTER FABRIC TO ENHANCE SEDIMENT CAPTURE.

PUMP DISCHARGE - 1. BAGS SHALL BE LOCATED FOR EASE OF CLEAN-OUT AND DISPOSAL OF TRAPPED SEDIMENT AND TO MINIMIZE INTERFERENCE WITH CONSTRUCTION ACTIVITIES AND PEDESTRIAN TRAFFIC. BAGS SHALL NOT BE PLACED DIRECTLY IN RECEIVING WATERS. 2. SEDIMENT CONTROL BAGS MUST BE LOCATED AWAY FROM RECEIVING WATERS AND DISPOSED OF ACCORDING TO MANUFACTURERS INSTRUCTIONS. BAGS MAY NOT BE REUSED. BAGS MAY BE COMBINED WITH TEMPORARY FILTERS (SEE 3 BELOW) FOR ENHANCED FILTRATION. 3. FOR SMALL QUANTITIES OF PONDED WATER SUCH AS MAY BE FOUND IN SHALLOW EXCAVATIONS (SMALL TRENCHES, MANHOLE INSTALLATIONS, ETC.) A SEDIMENT FILTER MAY BE CONSTRUCTED USING COMBINATIONS OF HAY BALES, SMALL CLEAN STONE, AND FILTER FABRIC. THIS METHOD IS LIMITED TO SMALL QUANTITIES OF TRAPPED SURFACE WATER (PUMPING OF WELL POINTS IS EXCLUDED FROM THIS STANDARD) AND WHERE SEDIMENTS ARE NOT HIGHLY COLLOIDAL IN NATURE. ## DEWATERING DETAILS N.T.S.

## PLAN VIEW SEASONAL HIGH WATER TABLE ▽ SECTION EZ ROLL™ GRASS PAVER PRODUCT DESCRIPTION CELL SIZE: 2-1/4" HEXAGONAL CELLS STOCK ROLL 4'W X 150'L SIZES: (600 SQ. FT.)

EZ ROLL PAVER

## NOTES: ENGINEERING PROPERTIES: 1. COMPRESSIVE STRENGTH OF EZ ROLL: EMPTY PAVERS: ULTIMATE LOAD = 53,683 LBS / 373 PSI FILLED PAVERS: ULTIMATE LOAD = 400,000 LBS LATERAL SNAP LOCKS TOP SOIL FILL:

3. NDS RECOMMENDS NATIVE TOP SOIL FOR BACKFILL INSIDE THE PAVERS. 4. EXTEND TOP SOIL INSIDE PAVER AN ADDITIONAL 5 INCH ABOVE PAVER SURFACE AND MATCH SURROUNDING GRADE. PROPOSED FINISHED GRADE SLOPE PER PROJECT GRADING PLAN. PROTECT PAVER AREA UNTIL GRASS IS SUFFICIENTLY ESTABLISHED TO HANDLE TRAFFIC. PROVIDE 1" (MIN.) CLEARANCE BETWEEN ANY CONCRETE EDGE AND PAVER. 5. GRASS PAVERS ARE TO BE USED FOR AREAS OF PEDESTRIAN USE, EROSION CONTROL, AND OCCASIONAL VEHICULAR TRAFFIC USE (E.G., OVERFLOW PARKING AND EMERGENCY/FIRE LANES). SUBGRADE NATIVE SOIL: 6. COMPACT SUBGRADE NATIVE SOILS TO 95% STANDARD PROCTOR DENSITY PER ASTM D696 FOR SOILS WITH CALIFORNIA BEARING RATIO >20%, R VALUE >30, AASHTO A-1, A-2, AND A-3 SOILS. STONE SIZE - USE 1-2 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). THICKNESS - NOT LESS THAN SIX (6) INCHES. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ON TO ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHE OR TRACKED ON TO ROADWAYS (PUBLIC OR PRIVATE) OR OTHER IMPERVIOUS SURFACES MUST BE REMOVED IMMEDIATELY. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. WHERE ACCUMULATION OF DUST/SEDIMENT IS INADEQUATELY CLEANED OR REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER WILL BE REQUIRED TO CLEAN PAVED OR IMPERVIOUS SURFACES. ALL OTHER ACCESS POINTS WHICH ARE NOT STABILIZED SHALL BE BLOCKED OFF. 7. NDS RECOMMENDS THAT ENGINEER-OF-RECORD CONSIDER HIGHER LEVEL OF COMPACTION FOR CBR 5 TO 20%, R-VALUE 10 TO 30, AASHTO A-4 SOILS FOR HEAVY LOADS WHERE INFILTRATION INTO NATIVE SOILS IS NOT A REQUIREMENT. ## STABILIZED CONSTRUCTION ENTRANCE REQUIREMENTS ## STABILIZED CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE 8. NDS RECOMMENDS THAT ENGINEER-OF-RECORD CONSULT WITH PROJECT GEOTECHNICAL ENGINEER FOR POTENTIAL SOIL MODIFICATION STONE SIZE - USE 1-2 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. (E.G., LIME TREATMENT) AND COMPACTION LEVEL FOR CBR <5% AND R-VALUE <10, AASHTO A-5, A-6, AND A-7 SOILS. ## BASIN ACCESS DRIVE - PERMEABLE GRASS PAVER SURFACE DETAIL WHERE A STABILIZED CONSTRUCTION EXIT TRAVERSES BETWEEN TWO BUILDINGS, IT SHALL BE STONED THE ENTIRE LENGTH OF THE RIGHT-OF-WAY. MOUNTABLE STONE BERMS PLACED ACROSS THE WIDTH OF THE EXIT MAY ALSO BE REQUIRED AT THE TRANSITION POINT BETWEEN PAVED AND NON-PAVED AREAS TO TRAP SEDIMENTS WHICH ARE CARRIED BY STORMWATER FLOWING ALONG THE CURBLINE. 2. INDIVIDUAL LOT ENTRANCE AND EGRESS- AFTER INTERIOR ROADWAYS ARE PAVED, INDIVIDUAL LOT INGRESS/EGRESS POINTS MAY REQUIRE A STABILIZED CONSTRUCTION ENTRANCE CONSISTING OF NO. 3 STONE (1" TO 2") TO PREVENT OR MINIMIZE TRACKING OF SEDIMENTS. WIDTH OF THE STONE INGRESS/EGRESS SHALL BE EQUAL TO LOT ENTRANCE WIDTH AND SHALL BE A MINIMUM OF TEN FEET IN LENGTH 3. TIRE WASHING - IF SPACE IS LIMITED, VEHICLE TIRES MAY BE WASHED WITH CLEAN WATER BEFORE ENTERING A PAVED AREA. A WASH STATION MUST BE LOCATED SUCH THAT WASH WATER WILL NOT FLOW ONTO PAVED ROADWAYS OR INTO UNPROTECTED STORM DRAINAGE SYSTEMS. 4. WHEN THE CONSTRUCTION ACCESS EXITS ONTO A MAJOR ROADWAY, A PAVED TRANSITION AREA MAY BE INSTALLED BETWEEN THE MAJOR ROADWAY AND THE STONED ENTRANCE TO PREVENT LOOSE STONES FROM BEING TRANSPORTED OUT ONTO THE ROADWAY BY HEAVY EQUIPMENT ENTERING OR LEAVING THE SITE. PROTECTED ROOT ZONE ## NOTES:

ANY EXCAVATING WITHIN PROTECTED ROOT ZONE MUST BE HAND DUG. CONTRACTOR SHALL NOT CUT ANY ROOTS AND/OR BRANCHES UNLESS APPROVED BY LANDSCAPE ARCHITECT. 1) PROTECTIVE FENCE TO BE REMOVED AFTER CONSTRUCTION 2) ALL EXPOSED ROOT STUBS AND ROOTS ARE TO BE BACK FILLED WITH APPROVED TOPSOIL. 3) DBH IS THE DIAMETER OF TREE AT BREAST HEIGHT, MEASURED 4.5' ABOVE GROUND ON UPHILL SIDE OF TREE, EXPRESSED IN INCHES 4) ESTIMATE A TREE'S PROTECTED ROOT ZONE (PRZ) BY CALCULATING THE CRITICAL ROOT RADIUS (CRR) 4)1) CRR = DBH × 1.5 FT FOR OLDER, UNHEALTHY OR SENSITIVE SPECIES 4)2) CRR = DBH × 1.0 FT FOR YOUNGER, HEALTHY OR TOLERANT SPECIES TREE TRUNK TREE PROTECTION DETAIL NOT TO SCALE

EROSION CONTROL MATTING DETAIL 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH WITH APPROXIMATELY 12" (30CM) OF RECPS EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12"(30CM) PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12"(30CM) APART ACROSS THE WIDTH OF THE RECPS. ROLL THE RECPS (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. RECPS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5-12.5CM) OVERLAP DEPENDING ON THE RECPS TYPE. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30CM) APART ACROSS ENTIRE RECPS WIDTH. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S. ## STANDARD FOR MAINTAINING VEGETATION DEFINITION THE PERPETUATION OF VEGETATIVE COVER. TO ENSURE THE CONTINUING VIGOR AND FUNCTION OF VEGETATIVE COVER AND ENHANCE THE ENVIRONMENT. IT IS USUALLY LESS COSTLY TO CARRY ON A MAINTENANCE PROGRAM THAN IT IS TO MAKE REPAIRS AFTER AN EXTENDED PERIOD OF NEGLECT. ## PURPOSE WATER QUALITY ENHANCEMENT ENSURES ADEQUATE PERMANENT COVER AND PREVENTS EXPOSURE OF SOILS TO EROSION AND OFF SITE SEDIMENTATION FROM STORMWATER RUNOFF IMPACTS. WHERE APPLICABLE ON AREAS WHERE EXISTING VEGETATION PROTECTS OR ENHANCES THE ENVIRONMENT. METHODS AND MATERIALS A PREVENTIVE MAINTENANCE PROGRAM ANTICIPATES REQUIREMENTS AND ACCOMPLISHES WORK WHEN IT CAN BE DONE WITH LEAST EFFORT AND EXPENSE TO INSURE ADEQUATE VEGETATIVE COVER. MAINTENANCE SHOULD OCCUR ON A REGULAR BASIS, CONSISTENT WITH FAVORABLE PLANT GROWTH, SOIL, AND CLIMATIC CONDITIONS. THIS INVOLVES REGULAR SEASONAL WORK FOR MOWING, FERTILIZING, LIMING, WATERING, PRUNING, FIRE CONTROL, WEED AND PEST CONTROL, RESEEDING AND TIMELY REPAIRS. THE DEGREE OF PREVENTIVE MAINTENANCE NEEDED DEPENDS UPON THE TYPE OF VEGETATION AND ITS PROPOSED FUNCTION OR USE. 1. MOWING IS A RECURRING PRACTICE AND ITS INTENSITY DEPENDS UPON THE FUNCTION OF THE GROUND COVER. ON HIGH TO MODERATE (A TO B) MAINTENANCE AREAS, SUCH AS LAWNS, CERTAIN RECREATION FIELDS, AND PICNIC AREAS, MOWING WILL BE FREQUENT (2 TO 7 DAY INTERVALS) AND TYPICALLY AT A HEIGHT OF 2.5 TO 3 INCHES. RETURN CLIPPINGS FROM MOWING (MULCHING MOWER) TO THE TURF TO REDUCE THE AMOUNT OF FERTILIZER NEEDED TO MAINTAIN THE TURF BY AS MUCH AS 50%. SOME TURF MIXTURES CAN BE MANAGED AS NATURALIZED STANDS REQUIRING ONLY ONE (COOL SEASON MIXTURES) OR TWO (WARM SEASON MIXTURES) MOWINGS PER YEAR. MOWING OF NATURALIZED AREAS IS TYPICALLY DONE AT HEIGHTS NO LESS THAN 4 INCHES AND SHOULD NOT BE DONE BETWEEN APRIL 1ST AND JULY 15TH TO AVOID DISTURBING GROUND NESTING BIRDS. THE LARGE AMOUNT OF CLIPPING DEBRIS GENERATED BY MOWING NATURALIZED AREAS WILL NEED TO BE REMOVED AND/OR DISPERSED SO THE VEGETATION IS NOT SMOTHERED. BURNING OF NATURALIZED AREAS IS ANOTHER PROCEDURE USED TO MANAGE NATURALIZED TURFS. LOW MAINTENANCE (D) AREAS MAY BE LEFT UNMOWED TO PERMIT NATURAL SUCCESSION. SEE PG. 4-13 FOOTNOTE #4, MAINTENANCE LEVELS A, B, C AND D IN THE STANDARD FOR PERMANENT VEGETATIVE COVER, TABLE 4-3. 2. INCORPORATION OF ORGANIC MATTER (FOR EXAMPLE, MATURE COMPOST) INTO THE SOIL WILL SUBSTANTIALLY REDUCE THE NEED FOR FERTILIZER AND IBRIGATION INPUTS 3. FERTILIZER AND LIME SHOULD BE APPLIED AS NEEDED TO MAINTAIN A DENSE STAND OF DESIRABLE SPECIES. FREQUENTLY MOWED AREAS AND THOSE ON SANDY SOILS WILL REQUIRE MORE FREQUENT FERTILIZATION BUT AT LOWER NUTRIENT RATES PER APPLICATION. 3-1 STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY JANUARY 2014. 4. LIME REQUIREMENT SHOULD BE DETERMINED BY SOIL TESTING EVERY 2 OR 3 YEARS. FERTILIZATION MAY INCREASE THE NEED FOR LIMING. CONTACT THE LOCAL COUNTY EXTENSION OFFICE FOR DETAILS ON SOIL TESTING AND FERTILIZATION AND PEST CONTROL RECOMMENDATIONS ONLINE AT HTTP://NJAES.RUTGERS.EDU/COUNTY/. 5. FERTILIZATION AND ADDITIONS OF OTHER SOIL AMENDMENTS ARE NOT RECOMMENDED FOR MANAGING NATIVE VEGETATION SUCH AS IN THE PINELANDS NATIONAL RESERVE. SEE THE STANDARD FOR PERMANENT VEGETATIVE STABILIZATION FOR SPECIFIC REQUIREMENTS IN THE PNR. 6. WEED INVASION MAY RESULT FROM ABUSIVE MOWING AND FROM INADEQUATE FERTILIZING AND LIMING. MANY NEWLY ESTABLISHED GRASSES WILL NOT SURVIVE IF MOWED AT HEIGHTS BELOW 2.5 INCHES AND AT INTERVALS GREATER THAN 7 DAYS. BRUSH INVASION IS A COMMON CONSEQUENCE OF LACK OF MOWING. THE AMOUNT OF WEEDS OR BRUSH THAT CAN BE TOLERATED IN ANY VEGETATED AREA DEPENDS UPON THE INTENDED USE OF THE LAND. DRAINAGE WAYS ARE SUBJECT TO RAPID INFESTATION BY WEED AND WOODY PLANTS. THESE SHOULD BE CONTROLLED, SINCE THEY OFTEN REDUCE DRAINAGE WAY EFFICIENCY. CONTROL OF WEEDS OR BRUSH IS ACCOMPLISHED BY USING HERBICIDES OR MECHANICAL METHODS. 7. FIRE HAZARD IS GREATER WHERE DRY VEGETATION HAS ACCUMULATED. THE TALLER THE VEGETATION, THE GREATER THE HAZARD. 8. PRUNE TREES AND SHRUBS TO REMOVE DEAD OR DAMAGED BRANCHES. REMOVE UNDESIRABLE OR OR INVASIVE PLANTS TO MAINTAIN INTEGRITY OF THE LANDSCAPE AND ENHANCE QUALITY OF PERMANENT VEGETATIVE COVER.

NOTES: 4"-6" STRIPPING DEPTH IS COMMON (BUT MAY VARY). STOCKPILES SHOULD BE SITUATED SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFFSITE ENVIRONMENTAL DAMAGE. STOCKPILES SHOULD BE VEGETATED IN ACCORDANCE WITH STANDARDS DESCRIBED HEREIN. REFER TO TEMPORARY OR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION. STOCKPILES NOT TO BE PLACED IN AREA WITH CONCENTRATED FLOW, WETLANDS, EXTREME SLOPE OR WITHIN 100 FT OF A NATURAL STREAM. ## TOPSOIL STOCKPILE DETAIL NOT TO SCALE ## EXISTING GRADE

24" MIN. METAL WIRE FENCE AND FILTER FABRIC

METAL WIRE FENCING

FENCE POSTS SHALL BE SPACED 8 FEET CENTER-TO-CENTER OR CLOSER. THEY SHALL EXTEND AT LEAST 2 FEET INTO THE GROUND AND EXTEND AT LEAST 2 FEET ABOVE GROUND. POSTS SHALL BE CONSTRUCTED OF HARDWOOD WITH A MINIMUM DIAMETER THICKNESS OF 11/2. "SUPER" SILT FENCE- A METAL FENCE WITH 6 INCH OR SMALLER MESH OPENINGS AND AT LEAST 2 FEET HIGH MAY BE UTILIZED, FASTENED TO THE FENCE POSTS, TO PROVIDE REINFORCEMENT AND SUPPORT TO THE GEOTEXTILE FABRIC. POSTS MAY BE SPACED LESS THAN 8 FEET ON CENTER AND MAY BE CONSTRUCTED OF HEAVIER WOOD OR METAL AS NEEDED TO WITHSTAND HEAVIER SEDIMENT LOADING. THIS PRACTICE IS APPROPRIATE WHERE SPACE FOR OTHER PRACTICES IS LIMITED AND HEAVY SEDIMENT LOADING IS EXPECTED. "SUPER" SILT FENCE IS NOT TO BE USED IN PLACE OF PROPERLY DESIGNED DIVERSIONS WHICH MAY BE NEEDED TO CONTROL SURFACE RUNOFF RATES AND VELOCITIES.

FENCE POSTS SHALL BE SPACED 8 FEET CENTER-TO-CENTER OR CLOSER. THEY SHALL EXTEND AT LEAST 2 FEET INTO THE GROUND AND EXTEND AT LEAST 2 FEET ABOVE GROUND. POSTS SHALL BE CONSTRUCTED OF HARDWOOD WITH A MINIMUM DIAMETER THICKNESS OF 11/2. I. GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USING WIRE TIES OR HOG RINGS. USE 4 TO 6 FASTENERS PER POST. SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS. 11. REPAIR OR REPLACE BARRIER (FABRIC, POSTS, BALES, ETC.) WHEN DAMAGED. 8. A GEOTEXTILE FABRIC, RECOMMENDED FOR SUCH USE BY MANUFACTURER, SHALL BE BURIED AT LEAST 6 INCHES DEEP IN THE GROUND. THE FABRIC SHALL EXTEND AT LEAST 2 FEET ABOVE THE GROUND. THE FABRIC MUST BE SECURELY FASTENED TO THE POSTS USING A SYSTEM CONSISITING OF METAL FASTENERS (NAILS OR STAPLES) AND A HIGH STRENGTH REINFORCEMENT MATERIAL (NYLON WEBBING, GROMMETS, WASHERS ETC.) PLACED BETWEEN THE FASTENERS AND THE GEOTEXTILE FABRIC. THE FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM THE POST. THE FABRIC SHALL INCORPORATE A DRAWSTRING IN THE TOP PORTION OF THE FENCE FOR ADDED STRENGTH. NOTES: ADDED STRENGTH Q "SLIDER" SILT FI 9. "SUPER" SILT FENCE SHALL INCLUDE WIRE FENCE BEHIND FABRIC. 10. SEDIMENT SHALL BE REMOVED FROM THE UPSTREAM FACE OF THE BARRIER WHEN IT HAS REACHED A DEPTH OF 1/2 THE BARRIER HEIGHT. 1½" TO 2½" CRUSHED — — WOODEN ENCLOSURE OF 2"×4" STONE TO BE USED TREATED LUMBER WITH 1" DIA. HOLES AS FILTER DRILLED EVERY 6" ALONG BOARD ## SUPER SILT FENCE (WITH WIRE FENCE) DETAIL NOT TO SCALE ALL SILT FENCE TO BE INSPECTED AND REMEDIAL MAINTENANCE PERFORMED BY THE CONTRACTOR WITHIN 24 HOURS AFTER EACH RAINFALL. REMOVE THE SILT ACCUMULATION WHEN IT REACHES I/3 OF THE FENCE FABRIC HEIGHT. 5. FOR EVERY 100 FEET OF SILT FENCE, OR 1/4 ACRE OF DRAINAGE AREA, PROVIDE AN OVERFLOW POINT TO REDUCE PONDING IN FRONT OF THE FENCE. 12. BARRIERS SHALL BE INSPECTED DAILY FOR SIGNS OF DETERIORATION AND SEDIMENT REMOVAL.

STREE

WOODEN - ENCLOSURE OF 2"×4" TREATED LUMBER WITH 1" DIA. HOLES DRILLED EVERY 6" ALONG BOARD 1. MAINTENANCE, REPAIR AND REPLACEMENT SHALL BE MADE PROMPTLY, AS NEEDED. ## NOTES: 2. THE BARRIER SHALL BE REMOVED WHEN THE AREA DRAINING TOWARDS THE INLET HAS BEEN STABILIZED. 3. INSPECTIONS SHALL BE FREQUENT. ## INLET PROTECTION DETAIL NOT TO SCALE

3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

CONSULTING CIVIL CORE CONSULTING, LLC 1969 RUTGERS UNIVERSITY BLVD. LAKEWOOD, NJ 08701 NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400 PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY ## DRAWING TITLE: SOIL EROSION AND SEDIMENT CONTROL DETAILS

PROJECT NO.	DATE	DRAWN BY	CHECKED BY
23089	01/22/25	HH	YP

STATE OF NEW JERSEY SEF PORT NO. No GE55583	DIGITALY SIGNED BY Yosef Portnoy Date: 2026.01.19 11:35:13-05'00'	SCALE AS NOTED
		SHEET NO. 15 OF

LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593 24 ===== PAGE 16 =====

(L2) 6 D.O.

SCOUR HOLE DIMENSIONS

SCOUR HOLE NUMBER	PIPE DIAMETER (IN)	L1 (FT)	L2 (FT)	W1 (FT)	W2 (FT)	D50 (IN)	D50 THICKNESS (IN)	DEPTH (IN)
1	18	4.5	9	3	7.5	6	12	6
2	18	4.5	9	3	7.5	6	12	6
3	15	3.75	7.5	2.5	6.25	6	12	6
4	12	3	6	2	5	6	12	6
NOTE: THICKNESS OF D50 INCLUDES THE USE OF FILTER FABRIC

## NOTES: 1. FOR DESIGN INFORMATION, DIMENSIONS AND RIP RAP SIZE SEE CONSTRUCTION PLANS. 2. STONES FOR RIP RAP SHALL BE COMPOSED OF A WELL GRADED MIXTURE OF DURABLE ROCK SUCH THAT 50% OF THE MIXTURE BY WEIGHT SHALL BE LARGER THAN A D50 STONE DIAMETER THE MIXTURE SHALL CONTAIN A SUFFICIENT MIXTURE OF OTHER STONES TO FILL VOIDS. THE DIAMETER OF THE LARGEST STONE SIZE SHALL BE 1.5 D50.

TERMINAL INVERT DETAIL ## GENERAL NOTES: 1. ALL CONCRETE TO BE NJDOT CLASS "B". 2. IF WALL CONSTRUCTION IS NOT PRECAST CONCRETE, WALLS SHALL BE PLASTERED INSIDE AND OUT WITH 1/2" THICK CEMENT PLASTER. 3. PROVIDE 7/8" DIAMETER STEEL REINFORCED COPOLYMER LADDER RUNGS, 12" ON CENTER. 4. THE SPACE BELOW THE INVERT OF THE DISCHARGE PIPE MUST BE FILLED WITH GROUTING MATERIAL, SUCH THAT WATER WILL NOT POND IN THE OUTLET STRUCTURE. THIS MATERIAL MUST BE SLOPED TOWARDS THE DISCHARGE PIPE TO FACILITATE DRAINAGE. ## RIPRAP CHANNEL PROTECTION (SCOUR HOLE) DETAIL

## OUTLET CONTROL STRUCTURE 6 (S-81) DETAIL ## NOTES 1. ALL CONCRETE TO BE CLASS B. 2. ALL EDGES TO BE CHAMFERED 1 INCH 3. CONTRACTOR SHALL PROVIDE SITE SPECIFIC SHOP DRAWINGS FOR EACH HEADWALL FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION FRONT VIEW NOT TO SCALE CONCRETE HEADWALL (WITH WINGWALLS) DETAIL N.T.S.

N.T.S.

SEASONAL HIGH WATER TABLE (SHWT)

UNCOMPACTED SOIL —

## SURFACE COURSES 1. MINIMUM AIR TEMPERATURE FOR PAVING: 50 °F. 2. VEHICULAR USE IS PROHIBITED FOR AT LEAST 48 HOURS ONCE THE PAVEMENT INSTALLATION IS COMPLETE. 3. POROUS PAVEMENT AREAS SHALL BE PROTECTED FROM SEDIMENT-LADEN RUNOFF AND EXCESSIVE COMPACTION FROM CONSTRUCTION TRAFFIC. 4. POST-CONSTRUCTION TESTING OF THE PERMEABLE ASPHALT SURFACE COURSE IS REQUIRED AND MUST CONFORM TO THE METHODS OF EITHER ASTM C1701 OR ASTM C1781. AT LEAST THREE LOCATIONS, SPACED EVENLY, MUST BE USED FOR THE TEST.

5. THE POROSITY OF THE PERMEABLE ASPHALT SURFACE COURSE MUST BE 15-25%.

6. SEALANT, PRIME COAT AND OTHER TREATMENTS THAT COULD REDUCE THE RATE OF INFILTRATION MAY NOT BE APPLIED TO THE SURFACE COURSE.

7. THE MAXIMUM SURFACE COURSE SLOPE IS 5%.

8. AFTER INSTALLATION, MEASURES MUST BE TAKEN TO ENSURE THE SURFACE COURSE DOES NOT BECOME CLOGGED UNTIL ALL ASPECTS OF THE PROJECT ARE COMPLETED.

9. THE CHOKER COURSE MUST CONSIST OF CLEAN, WASHED AASHTO NO. 57 BROKEN STONE.

9. THE CHOKER COURSE MUST CONSIST OF CLEAN, WASHED AASHTO NO. 57 BROKEN STONE. ## STORAGE BED

OUTFLOW PIPE

10. STORAGE BED AGGREGATE MUST BE CLEAN, OPEN-GRADED BROKEN STONE. THE STONE MUST BE WASHED, PRIOR TO PLACEMENT, TO MINIMIZE THE AMOUNT OF STONE DUST AND OTHER FINE PARTICLES.

11. STORAGE BED AGGREGATE MUST BE PLACED IN LIFTS AND COMPACTED USING PLATE COMPACTORS. THE MAXIMUM RECOMMENDED LOOSE LIFT THICKNESS IS 6 INCHES.

12. THE POROSITY OF ANY PERMEABLE ASPHALT BASE COURSE MUST BE ≥ 25%.

13. THE UNDERDRAIN SHALL BE A PERFORATED PIPE WRAPPED IN FILTER FABRIC, CONNECTED TO AN INSPECTION PORT OR OCS.

14. NON-WOVEN FILTER FABRIC (AASHTO M288 CLASS 2) IS REQUIRED ON THE SIDES AND BENEATH THE UNERDRAINED BASIN. FABRIC SHOULD BE OVERLAPPED AT THE SEAM A MINIMUM OF 16".

POROUS PAVEMENT
POROUS PAVEMENT NUMBER	STONE BED	INVERT	ORIFICE	UNDERDRAIN PIPE	GRATE	CULVERT
PP 1A	1.40'	97.77'	2.5" - 98.02	3.0" PVC PIPE @0.25%	24.0" X 24.0" - 99.49	12.0" - 93.71
PP 1B	1.53'	97.50'	2.5" - 97.75	3.0" PVC PIPE @0.25%	24.0" X 24.0" - 99.35	12.0" - 94.54
PP 1C	2.51'	96.00'	2.5" - 96.24	3.0" PVC PIPE @0.25%	24.0" X 24.0" - 98.83	12.0" - 94.24
PP 1D	1.97'	96.00'	2.5" - 96.25	3.0" PVC PIPE @0.25%	24.0" X 24.0" - 98.30	15.0" - 93.63
PP 1E	2.23'	95.70'	2.5" - 95.97	3.0" PVC PIPE @0.25%	24.0" X 24.0" - 98.28	15.0" - 93.46
PP 1F	1.12'	97.40'	2.5" - 97.67	3.0" PVC PIPE @0.25%	24.0" X 24.0" - 98.85	15.0" - 93.60
PP 2A	2.95'	97.00'	5.0" - 97.24	3.0" PVC PIPE @0.25%	24.0" X 24.0" - 100.52	12.0" - 97.00
PP 2B	2.26'	98.30'	2.5" - 98.64	3.0" PVC PIPE @0.25%	24.0" X 24.0" - 101.23	12.0" - 97.76
PP 2C	2.80'	97.16'	2.5" - 97.40	3.0" PVC PIPE @0.25%	24.0" X 24.0" - 100.67	12.0" - 97.16
PP 2D	2.37'	97.60'	6.0" - 97.99	3.0" PVC PIPE @0.25%	24.0" X 24.0" - 100.69	12.0" - 97.54
PP 2E	2.67	97.80'	2.5" - 98.06	3.0" PVC PIPE @0.25%	36.0" X 36.0" - 100.81	15.0" - 97.14

## POROUS ASPHALT PAVEMENT (WITH UNDERDRAIN) SECTION

N.T.S.

NOTES:

	A	B	C	D	E
BASIN 1	3" Ø EL: 95.20	93.27	93.65	95.17	93.20
BASIN 3	4.5" Ø EL: 98.80	97.00	97.41	99.11	97.00

1. SOIL PERMEABILITY TESTS SHALL BE PERFORMED WITHIN THE MOST HYDRAULICALLY RESTRICTIVE SUBSTRATUM BETWEEN THE BOTTOM OF THE BIORETENTION BASIN AND THE SEASONAL HIGH GROUNDWATER TABLE TO ENSURE THAT THE INSTALLED BIORETENTION BASIN FUNCTIONS AS DESIGNED. 2. IF THE PERMEABILITY RATES OF THE SUBGRADE SOIL IS ABOVE 20 IN.HR, THE SOIL SHALL BE REPLACED WITH A TWO FOOT LAYER OF K-4 SOIL WITH A TESTED PERMEABILITY OF 20 IN.HR, PURSUANT TO PINELANDS REQUIREMENTS. 3. THE SYSTEM MUST HAVE SUFFICIENT STORAGE VOLUME TO CONTAIN THE WATER QUALITY DESIGN STORM (WQDS) STORMWATER RUNOFF VOLUME WITHOUT OVERFLOW. THE MAXIMUM DEPTH OF RUNOFF IS 24 INCHES. 4. INFILTRATION BASINS ARE INTENDED TO BE FREE OF STANDING WATER BETWEEN STORM EVENTS; THEREFORE, THE DRAIN TIME MUST NOT EXCEED 72 HOURS AFTER ANY RAIN EVENT. 5. THE MAXIMUM INTERIOR SLOPE FOR AN EARTHEN DAM, EMBANKMENT OR BERM IS 3:1. 6. THE BOTTOM OF THE BASIN MUST BE AS LEVEL AS POSSIBLE. 7. A 6 IN MINIMUM DEPTH SAND LAYER IS REQUIRED. THE SAND MUST MEET ALL THE SPECIFICATIONS FOR CLEAN, MEDIUM-AGGREGATE CONCRETE SAND IN ACCORDANCE WITH AASHTO M-6 OR ASTM C-33, AS CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW JERSEY. THE MAXIMUM PERCENTAGE OF FINES IS 15%. THE MINIMUM TESTED PERMEABILITY RATE IS 20 INCHES/HOUR. 8. THE USE OF TOPSOIL AND VEGETATION IS PROHIBITED. 9. FILTER FABRIC IS REQUIRED ALONG THE SIDES OF THE INFILTRATION BASIN TO; FILTER FABRIC MAY NOT BE USED ALONG THE BOTTOM OF THE BASIN. 10. THE SOIL BED MATERIAL MUST BE PLACED IN MAXIMUM 8" LIFTS. ADDITIONAL MATERIALS MAY BE NECESSARY TO ACCOUNT FOR SETTLING OVER TIME. 11. THE MINIMUM DIAMETER OF ANY OVERFLOW ORIFICE IS 2.5 INCHES. 12. DURING CLEARING AND GRADING OF THE SITE AND BIORETENTION SYSTEM, MEASURES MUST BE TAKEN TO ELIMINATE SOIL COMPACTION IN THE INFILTRATION BASIN. EXCAVATION AND CONSTRUCTION EQUIPMENT MUST BE PLACED OUTSIDE THE LIMITS OF THE BASIN. 13. PRIOR TO INSTALLATION OF THE SAND LAYER THE PERMEABILITY RATE OF THE UNDERLYING OR REPLACEMENT SOILS SHALL BE CONFIRMED BY A PROFESSIONAL ENGINEER TO MEET THE MINIMUM DESIGN PERMEABILITY RATE. 14. EXCAVATE A MINIMUM OF 1' BELOW THE IMPERMEABLE LAYER TO REMOVE HYDRAULICALLY RESTRICTIVE MATERIAL. 15. THE CONTRIBUTING DRAINAGE AREA MUST BE COMPLETELY STABILIZED PRIOR TO SMALL-SCALE INFILTRATION BASIN USE. SMALL SCALE INFILTRATION BASIN SYSTEM DETAIL SMALL SCALE INFILTRATION BASIN SYSTEM DETAIL N.T.S.

SECTION A-A THROUGH INVERT DETAIL ## GENERAL NOTES: TERMINAL INVERT DETAIL 1. ALL CONCRETE TO BE NJDOT CLASS "B". 2. IF WALL CONSTRUCTION IS NOT PRECAST CONCRETE, WALLS SHALL BE PLASTERED INSIDE AND OUT WITH 1/2" THICK CEMENT PLASTER. 3. PROVIDE 7/8" DIAMETER STEEL REINFORCED COPOLYMER LADDER RUNGS, 12" ON CENTER. 4. THE SPACE BELOW THE INVERT OF THE DISCHARGE PIPE MUST BE FILLED WITH GROUTING MATERIAL, SUCH THAT WATER WILL NOT POND IN THE OUTLET STRUCTURE. THIS MATERIAL MUST BE SLOPED TOWARDS THE DISCHARGE PIPE TO FACILITATE DRAINAGE.

OUTLET CONTROL STRUCTURE 11 (S-71) DETAIL N T S

SECTION A-A THROUGH INVERT DETAIL ## GENERAL NOTES: TERMINAL INVERT DETAIL 1. ALL CONCRETE TO BE NJDOT CLASS "B". 1. ALL CONCRETE TO BE NJDOT CLASS "B". 2. IF WALL CONSTRUCTION IS NOT PRECAST CONCRETE, WALLS SHALL BE PLASTERED INSIDE AND OUT WITH 1/2" THICK CEMENT PLASTER. 3. PROVIDE 7/8" DIAMETER STEEL REINFORCED COPOLYMER LADDER RUNGS, 12" ON CENTER. 4. THE SPACE BELOW THE INVERT OF THE DISCHARGE PIPE MUST BE FILLED WITH GROUTING MATERIAL, SUCH THAT WATER WILL NOT POND IN THE OUTLET STRUCTURE. THIS MATERIAL MUST BE SLOPED TOWARDS THE DISCHARGE PIPE TO FACILITATE DRAINAGE. OUTLET CONTROL STRUCTURE 12 (S-28) DETAIL

N.T.S.

OUTLET CONTROL STRUCTURE ## NOTES:

EXCAVATION TRENCH

UNDERGROUND BASIN	LENGTH	WIDTH	PIPE SIZE	OUTLET PIPE	ORIFICE	GRATE
UNDERGROUND BASIN	161.67'	14.35'	24"	97.75'	97.81'	98.40'

1. FOR INSTALLATION RECOMMENDATIONS, SEE 702 RETENTION-DETENTION SYSTEM (CROSS-SECTION) AND 703 RETENTION-DETENTION SYSTEM (RISER AND CLEANOUTS) 2. IF THE PERMEABILITY RATE OF THE SUBGRADE SOIL IS LESS THAN 20"/HOUR, THE SOIL SHALL BE REPLACED WITH A 2" LAYER OF K-4 SOIL.

UNDERGROUND INFILTRATION SYSTEM PLAN VIEW DETAIL

N.T.S.

ELEV.A

UNDERGROUND INFILTRATION BASIN SYSTEM CROSS SECTION DETAIL N.T.S. PLAN VIEW ## TOP OF ___

BASIN #	A	B	C
BASIN "I"	EL. 98.80	EL. 97.30	25.0 FT.
BASIN "3"	EL. 101.50	EL. 100.20	25.0 FT.

## NOTES:

1. 0% SLOPE ACROSS EMERGENCY SPILLWAY. 3. SPILLWAY TO BE STABILIZED, TOPSOILED, FERTILIZED, SEEDED AND MULCHED. EMERGENCY SPILLWAY DETAIL N T S

ISOMETRIC VIEW

END VIEV

CONCRETE FLARED END SECTION DETAIL N.T.S.

AREA BELOW SCOUR HOLE #4 DETAIL N.T.S.

3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

Civil Core
CONSULTING
CIVIL CORE CONSULTING, LLC\n1969 RUTGERS UNIVERSITY BLVD.\nLAKEWOOD, NJ 08701
NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400
PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY

## DRAWING TITLE: SOIL EROSION AND SEDIMENT CONTROL DETAILS

PROJECT NO.	DATE	DRAWN BY	CHECKED BY
23089	01/22/25	HH	YP

LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593 24 ===== PAGE 17 =====

[F3] NOMINAL NOMINAL, TYPICAL SIDE H (NON-VITAL) TRAFFICIONMS/SERIES 03 24" 28" 3" 12" 52" COUNTY BASIN CROSS SECTION DETAIL N.T.S.

COUNCIL FOR PERFORMANCE OR PERFORMANCE PERFORMANCE PER

===== PAGE 18 ===== ## SEPTIC DISPOSAL BED CONSTRUCTION NOTES


3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.
Civil Core Consulting Civil Core Consulting, LLC 1969 RUTGERS UNIVERSITY BLVD. LAKEWOOD, NJ 08701 NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400
PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY
DRAWING TITLE: SEPTIC PLAN
PROJECT NO. 23089	DATE 01/22/25	DRAWN BY HH	CHECKED BY YP
STATE OF NEW JERSEY PORTS			SCALE AS NOTED
GE55583		Digitally signed by Yosef Portnoy	SHEET NO. 18 OF
PROFESSIONAL ENGINEER		Date: 2026.01.19 11:35:34-05'00'	SHEET NO. 18 OF

===== PAGE 19 =====

MANHOLE —

SECTION A-A

SECTION C-C

SECTION B-B

SECTION D-D

4 FT. DIA . AMPHIDROME REACTOR N.T.S.

PROFILE VIEW

RETURN FLOW/BACKWASH

PLAN VIEW

## NOTES 1. EFFLUENT TEE SHOULD EXTEND INTO RISER. 2. EFFLUENT LINE INVERT SHOULD BE AT AN ABSOLUTE MINIMUM OF 5FT. FROM THE BOTTOM. 3. ENERGY DIFFUSER FLANGE BOLTS TO BE 2" BELOW EFFLUENT INVERT. 4. ENERGY DIFFUSER TO BE ACCESSIBLE FROM MANHOLE OPENING.

ANOXIC TANK WITH STILLING WELL

ACCESS HATCH SET TO GRADE (TYPICAL)

CLEARWELL BASIC LAYOUT N.T.S

INSPECTION PORT DETAILS N.T.S

PROFILE VIEW

BACKWASH INFLUENT —

SECTION A-A

SECTION C-C

UENT

SECTION B-B

DIMENSION FROM INSIDE BOTTOM OF TANK TO PIPE INVERTS

2 FT DIAMETER AMPHIDROME REATOR N.T.S

<nl>

## DESIGN CRITERIA

VOLUME OF SANITARY SEWAGE, Q (DESIGN FLOW): (PER NJAC 7:9A-7.4)

VOLUME OF SANITARY SEWAGE, Q (DESIGN FLOW): (PER NJAC 7:9A-7.4)
15,000 SF OFFICE BUILDING × 0.125 GPD/SF =	1875. GPD
8 WAREHOUSE EMPLOYEES × 15 GPD/EMPLOYEE =	120. GPD
TOTAL DESIGN DAILY FLOW RATE (Q) =	1995. GPD

DISPOSAL BED SIZING: (PER NJAC 7:9A-10.2(d))
BLSR PRESSURE DOSED DISPOSAL BED. A/Q RATE =	1.33 SF/GPD
MINIMUM BED AREA = 1995 GPD × 1.33 SF/GPD	2654. SF
PROPOSED BED AREA (104 FT × 26 FT)	2704. SF

ESSURE DOSED DISPERSAL SYSTEM DESIGN
1	DETERMINE LENGTH OF LATERALS	49. FT
	SPACING	3.67 FT
	TOTAL NUMBER	12.
	SPACING	3. FT
2	SELECT HOLE DIAMETER AND SPACING	0.25 IN
2	SPACING	3. FT
3	DETERMINE REQUIRED DIAMETER OF LATERALS	1.5 IN
4	DETERMINE DISCHARGE RATE PER HOLE
	DETERMINE PRESSURE HEAD AT DISTAL END	3. FT
	ORIFICE DISCHARGE RATE: Q = CA(2gh)1/2 × (7.48 × 60)	1.28 GPM
	ORIFICE DISCHARGE RATE: from 7.9A-9.7(a)4	1.28 GPM
	ORIFICES PER LATERAL	17.
	LATERAL DISTRIBUTOR DISCHARGE RATE	21.69 GPM
5	DETERMINE MANIFOLD LENGTH	22. FT
5	DIAMETER (from NJAC 7.9A)	4.
6	DETERMINE SYSTEM DISCHARGE RATE	260.28 GPM
6.I	SYSTEM VOLUME	68.34 GAL
6.I	PROPSOED (MAXIMUM) DOSE RATE = 0.25 \times Q =	498.75 GAL/DOSE
7.I	DETERMINE FRICTION HEAD
	DELIVERY PIPE LENGTH	75. FT
	DELIVERY PIPE DIAMETER	4. IN
	ADDITIONAL EQ. LENGTH FOR FITTINGS	18.
	FRICTION HEAD	6.41 FT
7.II	DETERMINE OPERATING HEAD
	ELEVATION HEAD (DOSING TANK LWE TO LATERAL INVERT)	3. FT
	PRESSURE HEAD (AT DISTAL END OF LATERAL)	3. FT
	REOUIRED OPERATING HEAD	12.41 FT

3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY
DRAWING TITLE: SEPTIC DETAILS
PROJECT NO. 23089	DATE 01/22/25	DRAWN BY HH	CHECKED BY YP
Digitally signed by Yosef Portnoy Date: 2026.01.19 11:35:41-05'00'			SCALE AS NOTED
			SHEET NO. 19 OF 24
LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593

===== PAGE 20 =====

[F4] ELEVATION [F36] DETERCIBLE WARNING SURFACE DETAIL N.T.S.

CUBB TRANSITION DETAIL N.T.S.

TYPE-2 CURB RAMP DETAIL N.T.S. [F7] SECTION B-B

[F37]

[






3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

CONSULTING CIVIL CORE CONSULTING, LLC 1969 RUTGERS UNIVERSITY BLVD. LAKEWOOD, NJ 08701 NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400
PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY
DRAWING TITLE: CONSTRUCTION DETAILS
PROJECT NO. 23089	DATE 01/22/25	DRAWN BY HH	CHECKED BY YP
STATE OF NEW JERSEY			SCALE

ROJE 23089	E 01/22/25	DRAWN BY HH	CHECKED BY YP
	Digitally signed by Yosef Portnoy Date: 2026.01.19 11:35:46-05'00'		SCALE AS NOTED
			SHEET NO. 20 OF
	YOSEF PORTNOY
	LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593		24

===== PAGE 21 =====

NOTE TO DESIGNER

1. VAN SPACES THAT ARE ON AN ANGLE ADA PARKING ONLY STREET AT 402 ON CENTER ONLY BONJ

2F* SOLD WIDE WHITE PEPPER 0.01" (2" x 2") 0.01" (1" x 2") 0.01" (1" x 2") WHITE (100%) [F2] F55

RAIL SPLICE

[F46] [F58] [F85]

[F39] [F40] [F41] [F42]

[F45] [F46]

[F49] [F50] [F51] [F52]

[F55] [F56] [F57] [F58] [F59] [F60] [F61]

[F64]

[F68] [F69] [F70] [F71]

[F73] [F74]

[F79] [F80] [F81] [F82]

[F85] [F86] [F87] [F88] [F89] [F90] [F91] [F92] [F93] [F94] [F95] [F96] [F97] [F98] [F99] [F100] [F101] [F102] [F103] [F104] [F105] [F106] [F107] [F108] [F109] [F110] [F111] [F112] [F113] [F114] [F115] [F116] [F117] [F118] [F119] [F120] [F121] [F122] [F123] [F124] [F125] [F126] [F127] [F128] [F129] [F130] [F131] [F132] [F133] [F134] [F135] [F136] [F137] [F138] [F139] [F140] [F141] [F142] [F143] [F144] [F145] [F146] [F147] [F148] [F149] [F150] [F151] [F152] [F153] [F154] [F155] [F156] [F157] [F158] [F159] [F160] [F161] [F162] [F163] [F164] [F165] [F166] [F167] [F168] [F169] [F170] [F171] [F172] [F173] [F174] [F175] [F176] [F177] [F178] [F179] [F180] [F181] [F182] [F183] [F184] [F185] [F186] [F187] [F188] [F189] [F190] [F191] [F192] [F193] [F194] [F195] [F196] [F197] [F198] [F199] [F200] [F201] [F202] [F203] [F204] [F205] [F206] [F207] [F208] [F209] [F300] [F301] [F302] [F303] [F304] [F305] [F306] [F307] [F308] [F309] [F400] [F401] [F402] [F403] [F404] [F405] [F406] [F407] [F408] [F409] [F500] [F501] [F502] [F503] [F504] [F505] [F506] [F507] [F508] [F509] [F600] [F601] [F602] [F603] [F604] [F605] [F606] [F607] [F608] [F609] [F700] [F701] [F702] [F703] [F704] [F705] [F706] [F707] [F708] [F709] [F800] [F801] [F802] [F803] [F804] [F805] [F806] [F807] [F808] [F809] [F900] [F901] [F902] [F903] [F904] [F905] [F906] [F907] [F908] [F909] [F100] [F101] [F102] [F103] [F104] [F105] [F106] [F107] [F108] [F109] [F110] [F111] [F112] [F113] [F114] [F115] [F116] [F117] [F118] [F119] [F120] [F121] [F122] [F123] [F124] [F125] [F126] [F127] [F128] [F129] [F130] [F131] [F132] [F133] [F134] [F135] [F136] [F137] [F138] [F139] [F140] [F141] [F142] [F143] [F144] [F145] [F146] [F147] [F148] [F149] [F150] [F151] [F152] [F153] [F154] [F155] [F156] [F157] [F158] [F159] [F160] [F161] [F162] [F163] [F164] [F165] [F166] [F167] [F168] [F169] [F170] [F171] [F172] [F173] [F174] [F175] [F176] [F177] [F178] [F179] [F180] [F181] [F182] [F183] [F184] [F185] [F186] [F187] [F188] [F189] [F190] [F191] [F192] [F193] [F194] [F195] [F196] [F197] [F198] [F199] [F200] [F201] [F202] [F203] [F204] [F205] [F206] [F207] [F208] [F209] [F300] [F301] [F302] [F303] [F304] [F305] [F306] [F307] [F308] [F309] [F400] [F401] [F402] [F403] [F404] [F405] [F406] [F407] [F408] [F409] [F500] [F501] [F502] [F503] [F504] [F505] [F506] [F507] [F508] [F509] [F600] [F601] [F602] [F603] [F604] [F605] [F606] [F607] [F608] [F609] [F700] [F701] [F702] [F703] [F704] [F705] [F706] [F707] [F708] [F709] [F800] [F801] [F802] [F803] [F804] [F805] [F806] [F807] [F808] [F809] [F900] [F901] [F902] [F903] [F904] [F905] [F906] [F907] [F908] [F909] [F100] [F101] [F102] [F103] [F104] [F105] [F106] [F107] [F108] [F109] [F110] [F111] [F112] [F113] [F114] [F115] [F116] [F117] [F118] [F119] [F120] [F121] [F122] [F123] [F124] [F125] [F126] [F127] [F128] [F129] [F130] [F131] [F132] [F133] [F134] [F135] [F136] [F137] [F138] [F139] [F140] [F141] [F142] [F143] [F144] [F145] [F146] [F147] [F148] [F149] [F150] [F151] [F152] [F153] [F154] [F155] [F156] [F157] [F158] [F159] [F160] [F161] [F162] [F163] [F164] [F165] [F166] [F167] [F168] [F169] [F170] [F171] [F172] [F173] [F174] [F175] [F176] [F177] [F178] [F179] [F180] [F181] [F182] [F183] [F184] [F185] [F186] [F187] [F188] [F189] [F190] [F191] [F192] [F193] [F194] [F195] [F196] [F197] [F198] [F199] [F200] [F201] [F202] [F203] [F204] [F205] [F206] [F207] [F208] [F209] [F300] [F301] [F302] [F303] [F304] [F305] [F306] [F307] [F308] [F309] [F400] [F401] [F402] [F403] [F404] [F405] [F406] [F407] [F408] [F409] [F500] [F501] [F502] [F503] [F504] [F505] [F506] [F507] [F508] [F509] [F600] [F601] [F602] [F603] [F604] [F605] [F606] [F607] [F608] [F609] [F700] [F701] [F702] [F703] [F704] [F705] [F706] [F707] [F708] [F709] [F800] [F801] [F802] [F803] [F804] [F805] [F806] [F807] [F808] [F809] [F900] [F901] [F902] [F903] [F904] [F905] [F906] [F907] [F908] [F909] [F100] [F101] [F102] [F103] [F104] [F105] [F106] [F107] [F108] [F109] [F200] [F201] [F202] [F203] [F204] [F205] [F206] [F207] [F208] [F209] [F300] [F301] [F302] [F303] [F304] [F305] [F306] [F307] [F308] [F309] [F400] [F401] [F402] [F403] [F404] [F405] [F406] [F407] [F408] [F409] [F500] [F501] [F502] [F503] [F504] [F505] [F506] [F507] [F508] [F509] [F600] [F601] [F602] [F603] [F604] [F605] [F606] [F607] [F608] [F609] [F700] [F70

===== PAGE 22 =====

CURB HEIGHT (SEE PLAN) —

## GENERAL NOTES: SECTION A-A 几 6" NJDOT #57 CRUSHED STONE BEDDING ON UNDISTURBED EARTH SECTION B-B 1. ALL CONCRETE TO BE NJDOT CLASS "B". 2. IF WALL CONSTRUCTION IS NOT PRECAST CONCRETE, WALLS SHALL BE PLASTERED INSIDE AND OUT WITH 1/2" THICK CEMENT PLASTER. 3. FRAME AND GRATE TO BE NO. 3425 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. OR EQUAL. 4. PROVIDE 7/8" DIAMETER STEEL REINFORCED COPOLYMER LADDER RUNGS, 12" ON CENTER. 5. WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8'-0" SHALL BE INCREASED TO 8" WIDTH AND THE FOUNDATION SHALL BE 8" THICK. WHEN THE DEPTH IS 8' OR MORE, FOUNDATION SHALL EXTEND 12" BEYOND THE OUTER EDGE OF THE WALLS. 6. INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-20 LOADING REQUIREMENTS. ## TYPE "B" INLET DETAIL

N.T.S.

SECTION A-A SECTION B-B ## GENERAL NOTES: ### 1. ALL CONCRETE TO BE NJDOT CLASS "B" 2. IF WALL CONSTRUCTION IS NOT PRECAST CONCRETE, WALLS SHALL BE PLASTERED INSIDE AND OUT WITH 1/2" THICK CEMENT PLASTER. 3. FRAME AND GRATE TO BE NO. 2618 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. OR EQUAL. 4. PROVIDE 7/8" DIAMETER STEEL REINFORCED COPOLYMER LADDER RUNGS, 12" ON CENTER. 5. WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8' SHALL BE INCREASED TO 8" WIDTH AND THE FOUNDATION SHALL BE 8" THICK. WHEN THE DEPTH IS 8' OR MORE, FOUNDATION SHALL EXTEND 12" BEYOND THE OUTER EDGE OF THE WALLS. 6. INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-20 LOADING REQUIREMENTS. ## TYPE "E" INLET DETAIL N.T.S.

VARIES

- PRE-CAST ECCENTRIC CONE SECTION (IF OVER 6 FT. DEEP) DEPTH OF CONCRETE INVERT TO BE 0.8 THE DIAMETER OF THE MAIN LINE ## NOTES: — 6" NJDOT #57 CRUSHED STONE BEDDING ON UNDISTURBED EARTH THE STORM MANHOLE CONCRETE STRUCTURE MUST BE PRECAST CONCRETE TO MEET A MINIMUM OF HS-25 LOADING. ALL UNITS SHALL BE CONSTRUCTED AND REINFORCED IN ACCORDANCE WITH THE APPROPRIATE ASTM, ACI, AND AASHTO STANDARDS. ALL PRECAST SECTIONS SHALL BE JOINED USING A GASKET AND CEMENT GROUT TO PRODUCE A LEAK-PROOF JOINT. 2. THE INLET FRAME AND GRATE/COVER SHALL BE CAMPBELL FOUNDRY PATTERN NO. 1012D, OR APPROVED EQUAL. 3. ALL PIPES SHALL EXTEND NO MORE THAN 1 INCH INTO THE STRUCTURE. 4. SUITABLE EXCAVATED SOIL MAY BE USED AS BACKFILL IN NON-STRUCTURALLY SUPPORTING AREAS OR AS DIRECTED BY THE MUNICIPAL ENGINEER. AREAS SUPPORTING ANY STRUCTURE SHALL BE BACKFILLED USING DENSE GRADED AGGREGATE OR AS DIRECTED BY THE ENGINEER. 5. THE INSIDE DIAMETER IS A MINIMUM DIMENSION. INSIDE DIAMETER TO BE ADJUSTED AS NECESSARY TO ACCOMMODATE STORM PIPE SIZES AND ALIGNMENT. 6. PROVIDE 7/8" DIAMETER STEEL REINFORCED COPOLYMER LADDER RUNGS, 12" ON CENTER. 7. SEE STORM MANHOLE FRAME AND ## STORM MANHOLE DETAIL SEE STORM MANHOLE FRAME AND COVER DETAIL. N.T.S. PAVEMENT (SEE DETAIL) OR TOPSOIL SEE LANDSCAPE PLAN)

12" OR 24" MIN. (SEE NOTE #4) MINIMUM TRENCH WIDTH SEE CHART ## NOTES: SUBGRADE 1. PAVEMENT SECTION TO MATCH ADJOINING PAVEMENT. 2. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321. 3. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 4. MINIMUM COVER, IN NON-TRAFFIC APPLICATIONS IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. (ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION). FOR TRAFFIC APPLICATIONS, MINIMUM COVER, IS 12" UP TO 48" DIA PIPE AND 24" FOR 60" DIA PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.

PVC PIPE SANITARY SEWER TRENCH AND BEDDING DETAIL

PIPE DIAM.	MIN. TRENCH WIDTH
4"	21"
6"	23"
8"	26"
10"	28"
12"	30"
15"	34"
18"	39"
24"	48"
30"	56"
36"	64"
42"	72"
48"	80"
60"	96"

N.T.S.

2" RAISED LETTERS (AS REQUIRED BY GOVERNING AUTHORITY) ## NOTES:

## SECTION 1. STANDARD MANHOLE FRAMES & COVERS SHALL BE USED ON ALL MANHOLES NOT LOCATED WITHIN EASEMENTS UNLESS DIRECTED OTHERWISE BY THE ENGINEER OR SEWER AUTHORITY. 2. STANDARD MANHOLE FRAME & COVER SHALL BE CAMPBELL FOUNDRY PATTERN #1012B, OR APPROVED EQUAL, WITH NON-PENETRATING PICK HOLES. ## INSTRUCTION TO DESIGNER: WHEN NECESSARY ADD NOTE: "LOCKING DEVICES STAINLESS STEEL CAP SCREWS". IN SOME MUNICIPALITIES ADD NOTE: "FRAME AND GRATE TO BE MADE IN USA"

STORM MANHOLE FRAME & COVER DETAIL

NOTES:

N.T.S.

STEPS SHALL BE POLYPROPYLENE WITH 1/2" STEEL REINFORCEMENT, MIN. 3" EMBEDMENT INTO STRUCTURE WALL. MANHOLE STEPS TO MEET OR EXCEED O.S.H.A. REQUIREMENTS. FOR ROADWAY LOCATIONS STEPS SHALL BE ORIENTED TO ALLOW VIEWING OF ONCOMING TRAFFIC WHEN EXITING STRUCTURE. MANHOLE LADDER RUNG DETAIL N.T.S.

MAX RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITION

RECOMMENDED MINIMUM TRENCH WIDTHS

PE DIAM.	MIN. TRENCH WIDTH
4"	21"
6"	23"
8"	26"
10"	28"
12"	30"
15"	34"
18"	39"
24"	48"
30"	56"
36"	64"
42"	72"
48"	80"
60"	96"

PIPE DIAM.	CLASS I		CLASS II		CLASS III
PIPE DIAM.	COMPACTED	DIUMPED	95%	90%	95%
4"	34	16	23	16	17
6"	40	19	27	19	20
8"	30	14	21	14	15
10"	34	16	23	16	17
12"	35	17	24	17	18
15"	37	18	25	18	19
18"	32	15	22	15	16
24"	27	13	19	13	14
30"	22	11	16	11	11
36"	26	12	18	12	13
42"	24	11	17	11	12
48"	23	11	16	11	12
60"	26	12	18	12	13

MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS**

SUBEACE LIVE LOADING CONDITI

PIPE DIAM.	H-25	HEAVY CONSTRUCTION\n(75T AXLE LAOD) *
12" - 48"	12"	48"
60"	24"	60"

* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER ## NOTES: **SEE BACKFILL REQUIREMENTS IN NOTE** FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: NO HYDROSTATIC PRESSURE, UNIT WEIGHT OF SOIL (Ys) = 120 PCF UNIT WEIGHT OF SOIL (Ys) = 120 PCF 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-1500mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING TO THE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL.

HDPE INSTALLATION DETAIL

N.T.S.

ASKETED CONNECTION (TYP) - HDPE PIPE (TYP.) — 90° BEND ## NOTE: INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCERS, 45circ BENDS, 90circ BENDS AND BELL/BELL COUPLERS. 2. WATERTIGHT (WT) JOINTS SHOWN. SOIL-TIGHT (ST) FITTINGS ARE ALSO AVAILABLE. SCHEDULE 40 PVC PIPE MAY BE USED AS WELL. ## ROOF DRAIN AND LEADER WITH CLEANOUT DETAIL N.T.S. AVEMENT (SEE DETAIL) OR TOPSOIL (SEE LANDSCAPE PLAN)

— UNDISTURBED EARTH OR COMPACTED SUBGRADE 1. PAVEMENT SECTION TO MATCH ADJOINING PAVEMENT. 2. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ## NOTES: 3. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 4. MINIMUM COVER, IN NON-TRAFFIC APPLICATIONS IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. (ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION). FOR TRAFFIC APPLICATIONS, MINIMUM COVER, IS 12" UP TO 48" DIA PIPE AND 24" FOR 60" DIA PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. #### HDPE STORM PIPE TRENCH AND BEDDING DETAIL N.T.S PAVEMENT (SEE - DETAIL) OR TOPSOIL (SEE LANDSCAPE PLAN)

## NOTES: 1. PAVEMENT SECTION TO MATCH ADJOINING PAVEMENT. 2. ALL PIPE SYSTEMS AND BACKFILL SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600. 3. WATER MAIN PIPE SHALL BE CEMENT LINED DUCTILE IRON PIPE (DIP) PRESSURE CLASS 150, THICKNESS SHALL BE CLASS 52 WITH ASPHALTIC EPOXY TYPE COATING. 4. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL WHEN REQUIRED NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. N.T.S. 5. MINIMUM COVER, IN NON-TRAFFIC APPLICATIONS IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. (ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION). FOR TRAFFIC APPLICATIONS, MINIMUM COVER, IS 12" UP TO 48" DIA PIPE AND 24" FOR 60" DIA PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. DIP WATER PIPE TRENCH AND BEDDING DETAIL

1.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER. ## Civil Core CONSULTING CIVIL CORE CONSULTING, LLC 1969 RUTGERS UNIVERSITY BLVD. LAKEWOOD, NJ 08701 NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400 PROJECT: PRELIMINARY & FINAL AJUK SITE PLAN FOR BLOCK 22401, LOT 7-12.OCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY ## DRAWING TITLE:

CONSTRUCTION DETAILs

PROJECT NO. 23089	DATE 01/22/25	DRAWN BY HH	CHECKED BY YP
			SCALE AS NOTED
GE55583		Digitally signed by Yosef Portnoy\nDate: 2026.01.19\n11:36:10-05'00'	SHEET NO.\n22 OF
YOSEF PORTNOY			SHEET NO.\n22 OF
LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593			24

===== PAGE 23 =====

VALVE BOX: BINGHAM & TAYLOR MODEL 4908. TOP SECTION AND COVER: BINGHAM & TAYLOR MODEL 54-5 OR EQUAL MARKED "WATER." CONCRETE BLOCK (TYP.) ## NOTE: NOTE: 1. ANY VALVE INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'x2'x6" CONCRETE COLLAR AROUND IT. JACKSON TOWNSHIP WATER MAIN VALVE

1. WATER MAIN MAY BE LOOPED ABOVE OBSTRUCTION, IF 3' MINIMUM COVER IS MAINTAINED ABOVE WATER MAIN. 2. WATER MAIN SHALL BE DUCTILE IRON CEMENT LINED PIPE, ALL JOINTS SHALL BE MECHANICAL JOINT OR PUSH-ON AND ALL FITTINGS BE MECHANICALLY JOINT CAST IRON. 3. OFFSETS MAY BE SUBSTITUTED FOR A "T" OF UP TO 24' IF APPROVED BY THE ENGINEER. 4. CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS OR OTHER POINTS OF PIPE DIRECTION CHANGE. 5. MINIMUM CLEARANCE BETWEEN SANITARY SEWER AND WATER MAIN SHALL BE 18" MIN. CLEARANCE BETWEEN WATER MAIN AND OTHER OBSTRUCTIONS SHALL BE 6". 6. TIE RODS SHALL BE UTILIZED TO RESTRAIN PIPE JOINTS. DETAILS OF THE TIE ROD ASSEMBLY SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. TIE RODS SHALL BE SUFFICIENT TO RESTRAIN THE THRUST DEVELOPED AT 100 PSI WORKING PRESSURE. MEGALUG RESTRAINT ALSO ACCEPTABLE IN PLACE OF TIE RODS. MECHANICAL JOINTS ANGLE D = R = L = 45° T x 1.414 T x 1.000 D-2A 22.5° T x 2.613 T x 2.414 D-2A 11.25° T x 5.126 T x 5.027 D-2A 3/8" FIBERGLASS MARKER WITH RED AND WHITE REFLECTIVE BANDING & STAINLESS STEEL SPRING HY-VIZ INC. OR EQUAL JACKSON TOWNSHIP UTILITY CROSSING DETAIL

VALVE BOX: BINGHAM & TAYLOR MODEL 4908. TOP SECTION AND COVER: BINGHAM & TAYLOR MODEL 54-S OR EQUAL MARKED "WATER." CONCRETE BLOCK (TYP.) HYDRANT VALVE ANCHORING TEE W/INTEGRALLY CAST GLAND. STANDARD M.J. ON 6" P.E. BRANC MAIN THRUST BLOCK ## JACKSON TOWNSHIP FIRE HYDRANT DETAIL

CONCRETE & RUBBER GASKET JOINT SHALL BE IN ACCORDANCE WITH A.S.T.M. SPEC C-361 & C-443 & BE WATERTIGHT AT HEAD PRESSURES UP TO 50' ## NOTES NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING ADEQUATE BALLASTS TO OFFSET FLOTATION FORCES ACTING ON MANHOLES 2. ALL REINFORCEMENT IS SUBJECT TO ENGINEERS APPROVAL BEFORE CONSTRUCTION DETAIL A ## JACKSON TOWNSHIP STANDARD MANHOLE ACTIVE WATER MAIN ___ TAPPING VALVE, MJ TYPE MUELLER T-2360

TAPPING SLEEVE: 250 PSI WORKING PRESSURE DIP - MJ MUELLEF H - 615 OTHER THAN DIP - FORD FAST, SMITH BLAIR 663 OR MUELLER H-304 CONCRETE THRUST BLOCK BACK TO VIRGIN GROUND 3500 PSI CONCRETE 1. ALL NEWLY INSTALLED TAPPING SLEEVES & TAPPING VALVES SHALL BE PNEUMATICALLY TESTED AT A TEST PRESSURE OF 150PSI FOR A PERIOD OF THIRTY MINUTES. AT THE END OF THE TEST PERIOD, IF THE TEST PRESSURE HAS REMAINED CONSTANT, THE TAPPING SLEEVE & VALVE SHALL HAVE PASSED THE TEST. 2. ANY VALVE (WATER OR FORCE MAIN) INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'x2'x6" CONCRETE COLLAR AROUND IT. ## JACKSON TOWNSHIP WET TAP CONNECTION ## NON-SKID LUGS

JTMUA TO BE 1 1/2" ✓ PLAN VIEW 27 3/4"

SECTION VIEW ## "FLOW-SEAL" MANHOLE COVER (NOT BOLTED) ALL MANHOLE FRAMES TO BE CAMPBELL FOUNDRY NO. 1202B OR APPROVED EQUAL. ## JACKSON TOWNSHIP STANDARD MANHOLE FRAME AND LID ## COUNTY ROAD TRENCH RESTORATION ## NOTES: NOTES: 1. 6" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS. 2. AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 2" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING BITUMINIOUS CONCRETE SURFACE COURSE MIX I-5. 3. EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT. 4. ALL TRENCHES TO BE SAW CUT.

(TYP.) TRENCH WIDTH VARIES PIPE BEDDING SEE GENERAL NOTE #1 ## TOWNSHIP ROAD TRENCH RESTORATION NOTES: 1. 4" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS. 2. AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 1.5" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING BITUMINIOUS CONCRETE SURFACE COURSE MIX I-5. 3. EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT IF REQUIRED. 4. ALL TRENCHES TO BE SAW CUT. STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT IF REQUIRED. 4. ALL TRENCHES TO BE SAW

GENERAL NOTES: 1. UNSUITABLE MATERIAL ENCOUNTERED BENEATH THE TRENCH TO BE REMOVED TO A DEPTH DETERMINED BY THE ENGINEER. REFER TO THE TECHNICAL SPECIFICATIONS FOR DETAILED PIPE BEDDING REQUIREMENTS. 2. SUITABLE BACKFILL TO BE THOROUGHLY COMPACTED IN 6" LIFTS BY MECHANICAL TAMPING (OR BY HAND TAMPING WHEN AND WHERE DIRECTED). 3. AREAS SURROUNDING PIPE SHALL BE HAND TAMPED TO FILL ALL CAVITIES. 4. THE CONTRACTOR MUST DEWATER PRIOR TO PLACING THE PIPE IF WET TRENCH CONDITIONS ARE FOUND. THE PIPE MUST REMAIN IN DRY CONDITIONS UNTIL BACKFILLED. ## JACKSON TOWNSHIP TRENCH RESTORATION DETAIL MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S)

TYPE	PIPE SIZE
TYPE	4"	6"	8"	10"	12"	14"	16"	18"	20"
TEES, VALVES AND DEAD ENDS	34	49	54	78	92	106	120	134	148
90° BEND	27	37	49	59	69	79	89	97	107
45° BEND	12	16	21	25	29	33	37	41	45
22-1/2° BEND	6	8	10	12	14	16	18	20	22
11-1/4° BEND	3	4	5	6	7	8	9	10	11

## NOTES: 1. ALL FITTINGS SHALL BE MECHANICAL JOINT TYPE AND SHALL BE INSTALLED WITH MEG-A-LUGS (OR EQUAL). 2. RESTRAIN ALL PIPE WITHIN THE LENGTH SHOWN ON THE TABLE MEASURED FROM THE POINT OF CONNECTION. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTINGS WHICH YIELD THE GREATEST LENGTH OF RESTRAINED PIPE. 4. FOR PIPE ENCASED IN POLYETHELENE, INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. 5. USE TWO 45 DEGREE BENDS FOR A 90 DEGREE BEND WHERE POSSIBLE. INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. 6. ISOLATION VALVES SHALL BE TREATED AS DEAD ENDS WITH RESTRAINT ON BOTH SIDES OF THE VALVE. 7. IF LARGER PIPES ARE PROPOSED, THEN DESIGN ENGINEER SHALL PROVIDE CALCULATIONS FOR PROPER RESTRAINT LENGTH. JACKSON TOWNSHIP JOINT RESTRAINT SCHEDULE







3.	REVISED PER AGENCY COMMENTS	01/15/26	ZF
2.	REVISED PER COUNTY AND SCD COMMENTS	07/31/25	ZF
1.	REVISED PER COUNTY AND SCD COMMENTS	06/05/25	ZF
NO.	REVISION	DATE	BY
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGIN/ AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.
Civil Core CONSULTINGCIVIL CORE CONSULTING, LLC 1969 RUTGERS UNIVERSITY BLVD. LAKEWOOD, NJ 08701 NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400
PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN EOD

PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY ## DRAWING TITLE:

CONSTRUCTION DETAILs

PROJECT NO. 23089

DATE 01/22/25

DRAWN BY HH

CHECKED BY YP

	SCALE
	AS NOTED
Digitally signed by Yosef Portnoy Date: 2026.01.19 11:36:18-05'00' YOSEF PORTNOY	SHEET NO 23 OF
LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593	24

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