===== PAGE 1 ===== EXISTING LEGEND: ⑰ PUBLIC MANHOLE ⑪ SIGN ⑫ INLET ADA PAD MB MAIL BOX GUY WIRE GM GAS METER UTILB UTILITY BOX ⑫ POOL UTILITY ⑬ UTILITY POLE ⑭ TRAFFIC LIGHT ELEC ELECTRIC METER ⑮ STORM MANHOLE AC AIR CONDITIONING UNIT ⑳ SANITARY SEWER MANHOLE ⑴ CONCRETE PAVING ⑵ BRICK PAVERS ⑵ DEPRESSED CURB ⑵ STORM MARKOUT ⑵ SANITARY SEWER LINE ⑵ OVERHEAD WIRE ⑵ EDGE OF BITUMINOUS CONCRETE PAVING ⑵ WATER LINE MARKOUT ⑵ FENCE LINE ⑵ D.O.T. MANHOLE ⑵ EXISTING CONTOUR PROPOSED LEGEND 101.2 × SPOT ELEVATION → DIRECTION OF FLOW 101.0 ▶ REINFORCED CONCRETE DRIVEWAY APRON ▶ ASPHALT DRIVEWAY ▶ CONCRETE SIDEWALK ▶ CONCRETE VERTICAL CURB ▶ DEPRESSED CONCRETE VERTICAL CURB 4" ROOF DRAIN

## TO BE NOTIFIED NOTIFY: D. Klee; Owen, Little & Assoc.; 443 Atlantic City Blvd.; Beachwood, NJ 08722 NOTIFY: O.C. Planning Board, 129 Hooper Avenue, Toms River, NJ 08753 Utilities: NJ Natural Gas Co., P.O. Box 1464, Wall, NJ 07719 JCP & L Co., 300 Madison Avenue, Morristown, NJ 07932 Monmouth Cablevision Assoc., 1501 18th Ave, Wall Twp, NJ 07719 Verizon New Jersey Inc., 777 Parkway Ave, Trenton, NJ 08618

BLOCK	LOT	PROPERTY LOCATION	OWNER	OWNER ADDRESS	CITY/STATE/ZIP
1204	36	934 HYSON ROAD	TROTMAN, CURTIS	938 HYSON ROAD	JACKSON NJ 08527
1206	19	908 HYSON ROAD	JOA, J RICHARD	908 HYSON RD	JACKSON NJ 08527
1402	2	409 BARTLEY ROAD	363 BOND STREET CORP	1436 CANTERBURY ROAD	LAKEWOOD NJ 08701
1204	34	922 HYSON ROAD	922 HYSON LLC	922 HYSON ROAD	JACKSON NJ 08527
1204	32	173 FARMERS LANE	CHERNER, JULIE	173 FARMERS LANE	JACKSON NJ 08527
1402	3	405 BARTLEY ROAD	BRANEN, DENNIS	405 BARTLEY RD	JACKSON NJ 08527
5801	1	1 SUNNY WOODS LANE	MASHINSKY, EMANUEL	1 SUNNY WOODS LANE	JACKSON NJ 08527
1204	37	938 HYSON ROAD	TROTMAN, CURTIS	938 HYSON RD	JACKSON NJ 08527
5801	2	3 SUNNY WOODS LANE	CUKIER, AARON & RUBIN, RIVKA	3 SUNNY WOODS LANE	JACKSON NJ 08527
1206	17	170 FARMERS LANE	ROSATO, GARY & LORRAINE E	170 FARMERS LN	JACKSON NJ 08527
1402	1	909 HYSON ROAD	PLANTATION HYSON LLC	1436 CANTERBURY ROAD	LAKEWOOD NJ 08701
1206	16	178 FARMERS LANE	HOPE, SEAN R & ORCHID S	178 FARMERS LANE	JACKSON, NJ 08527
1402	4	401 BARTLEY ROAD	HOWELL-JACKSON COLUMBIAN CLUB	401 BARTLEY RD	JACKSON NJ 08527
1206	18	156 FARMERS LANE	SANFELICE, JACK JR & DANIELLE A	156 FARMERS LANE	JACKSON NJ 08527
5802	1	935 HYSON ROAD	FRIEDMAN, JOSEPH CHAIM & ROCHEL L	935 HYSON ROAD	JACKSON NJ 08527
1206	31	2 SUMMERHILL AVENUE	GERALD, MICHAEL & KYM	2 SUMMERHILL AVE	JACKSON NJ 08527
1204	33	165 FARMERS LANE	FEDERICO, MICHAEL	165 FARMERS LANE	JACKSON NJ 08527
1204	35	930 HYSON ROAD	R STERN FAMILY HYSON HOLDINGS LLC	930 HYSON ROAD	JACKSON NJ 08527

# PRELIMINARY AND FINAL MAJOR SITE PLAN 922 HYSON LLC ZONING MAP 1" = 1000'

## VICINITY MAP

1" = 1,000'

## ZONING ANALYSIS

R-1 (PLACE OF WORSHIP)

## GENERAL NOTES:

BULK AND YARD REQUIREMENTS	REQUIRED	EXISTING - LOT 34	PROPOSED
MINIMUM LOT AREA	1 ACRES	1.29 ACRES	SAME
MINIMUM LOT WIDTH (FT.)	150 FT.	137.18 FT.*	SAME
MINIMUM LOT DEPTH (FT.)	200 FT.	377.45 FT.	SAME
MINIMUM LOT FRONTAGE (FT.)	125/125 FT.	377.45/133.38 FT.	SAME
PRINCIPAL BUILDING
FRONT YARD SETBACK (FT.) - (HYSON)	60 FT.	98.7 FT.	211.4 FT.
FRONT YARD SETBACK (FT.) - (FARMERS)	60 FT.	58.7 FT.*	64.1 FT.
SIDE YARD SETBACK (FT.) - (HYSON)	20 FT.	20.4 FT.	75.4 FT.
SIDE YARD SETBACK (FT.) - (FARMERS)	20 FT.	58.7 FT.	28.4 FT.
MAX. BUILDING HEIGHT	35 FT.	<35 FT.	35 FT.
MAX. BUILDING COVERAGE	15%	3.47%	8.60%
MAX. IMPERVIOUS COVERAGE	70%	9.71% (5,490 S.F.)	70.75% (39,757 S.F.)*

1. OWNER: 922 HYSON LLC 4481 ROUTE 9 HOWELL, NJ 07731 2. APPLICANT: 922 HYSON LLC 4481 ROUTE 9 HOWELL, NJ 07731 3. THE PROPERTY IS KNOWN AS LOT 34, BLOCK 1204 AS SHOWN ON THE OFFICIAL TAX MAPS FOR THE TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY, SHEET NUMBER 12 AND CONSISTS OF 56,129 SF. OUTBOUND AND TOPOGRAPHIC INFORMATION DEPICTED HEREON TAKEN FROM A PLAN ENTITLED "OUTBOUND & TOPOGRAPHIC SURVEY PREPARED FOR 922 HYSON ROAD, LOT 34, BLOCK 1204" PREPARED BY CLEARPOINT SERVICES, LLC, DATED 03/22/2024 5. ZONE: R-1 RESIDENTIAL 6. PROPOSED USE: PLACE OF WORSHIP 7. EXISTING IMPROVEMENTS TO BE REMOVED. 8. THE SITE WILL CONNECT TO PUBLIC SEWER AND WATER. 9. THIS SET OF PLANS HAS BEEN PREPARED FOR PURPOSES OF MUNICIPAL AND AGENCY REVIEW AND APPROVAL. THESE PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED ON THE DRAWINGS AND EACH DRAWING HAS BEEN REVISED TO INDICATE "ISSUED FOR CONSTRUCTION." 10. EXISTING UTILITIES CONNECTIONS SHALL BE USED IF POSSIBLE. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES AND IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION TO HIS SATISFACTION PRIOR TO EXCAVATION, AND NOTIFY NJ ONECALL AS REQUIRED BY LAW. TEST PIT INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO CONSTRUCTION TO PERMIT ADJUSTMENT AS REQUIRED TO AVOID CONFLICTS. 11. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION FOR SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: 11.1. N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", AS CURRENTLY AMENDED. 11.2. CURRENT, PREVAILING MUNICIPAL AND/OR COUNTY SPECIFICATIONS, STANDARDS AND REQUIREMENTS. 11.3. CURRENT, PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS AND REQUIREMENTS. 12. DIRECT ROOF LEADERS TO UNDERGROUND STORAGE. 13. CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HERON AND/OR IF SUCH CONDITIONS, IN THE CONTRACTOR'S OPINION WOULD OR COULD RENDER THE DESIGN SHOWN HEREON INAPPROPRIATE OR INEFFECTIVE. 14. CONTRACTOR SHALL COORDINATE ANY UTILITY POLE RELOCATIONS. 15. THIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULATORY PERMITS, AGENCY REVIEW AND APPROVAL. 16. THE HORIZONTAL DATUM IS NAD83 AND THE VERTICAL DATUM IS NAVD88. ## SITE

ZONE:

PARKING REQUIREMENTS:	1.25/100 SF 2,085 SF MAIN SANCTUARY AREA	: 26.1
	1.00/100 SF 2,410 SF MULTIPURPOSE ROOM ASSEMBLY AREA	: 24.1
	0.75/100 SF 1,196 SF WOMEN'S ASSEMBLY AREA	: 9
	TOTAL REQUIRED	: 59.2
	PROVIDED	: 68

** VARIANCE REQUIRED * EXISTING NON-CONFORMITY BULK VARIANCES §244-47 (D) LESS THAN 150' PROVIDED FOR LOT WIDTH §244-47 (E)(4)(g) IMPERVIOUS COVERAGE OVER 70% §244-47 (E)(4)(j) CIRCULATION/ACCESSORY STRUCTURE CLOSER THAN 10 FEET CERTIFICATION: APPROVED BY THE PLANNING BOARD OF JACKSON TOWNSHIP OCEAN COUNTY, NEW JERSEY RESOLUTION NO.:

CHAIRMAN	DATE
SECRETARY	DATE
ENGINEER

INDEX OF SHEETS:
SHEET #:	SHEET TITLE:	INITIAL RELEASE:	REV. DATE:
C100	COVER SHEET	03/29/2024
C200	EXISTING CONDITIONS & DEMOLITION PLAN	03/29/2024
C300	SITE PLAN	03/29/2024
C400	GRADING, DRAINAGE & UTILITY PLAN	03/29/2024
C500	CIRCULATION PLAN - FIRE	03/29/2024
C501	CIRCULATION PLAN - REFUSE	03/29/2024
C600	LANDSCAPE & TREE SAVE PLAN	03/29/2024
C601	LIGHTING PLAN	03/29/2024
C602	LANDSCAPE & LIGHTING DETAILS	03/29/2024
C800	CONSTRUCTION DETAILS	03/29/2024
C801	CONSTRUCTION DETAILS	03/29/2024
C900	SOIL EROSION & SEDIMENT CONTROL PLAN	03/29/2024
C901	SOIL EROSION & SEDIMENT CONTROL DETAILS	03/29/2024
C2000	COUNTY ROADWAY IMPROVEMENT PLAN	03/29/2024

REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE
COVER SHEET
PROPOSED HOUSE OF WORSHIP 922 HYSON ROAD BLOCK 1204 LOT 34 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: 922 HYSON LLC
HALER CONSULTING PROFESSIONAL ENGINEERING SERVICES	640 HERMAN ROAD, UNIT 1 JACKSON, NEW JERSEY 08527 PH. (732) 351-2583 F. (732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300	PROJECT NO. 23-091
		SCALE DATE 03-29-2024
ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488		SHEET NO. C100

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

EXISTING IMPROVEMENTS TO BE REMOVED NUMBER OF TREES TO BE REMOVED: 211 GRAPHIC SCALE (IN FEET) 1 inch = 20 ft.

REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE
EXISTING CONDITIONS & DEMOLITION PLAN
PROPOSED HOUSE OF WORSHIP 922 HYSON ROAD BLOCK 1204 LOT 34 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: 922 HYSON LLC
HALER CONSULTING PROFESSIONAL ENGINEERING SERVICES	640 HERMAN ROAD, UNIT 1 JACKSON, NEW JERSEY 08527 PH. (732) 351-2583 F. (732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300	PROJECT NO. 23-091
		SCALE
		DATE 03-29-2024
ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488		SHEET NO. C200

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

REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE
SITE LAYOUT PLAN
PROPOSED HOUSE OF WORSHIP
922 HYSON ROAD
BLOCK 1204 LOT 34
TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY
OWNER/APPLICANT: 922 HYSON LLC
HALER CONSULTING	640 HERMAN ROAD, UNIT 1	PROJECT NO.
PROFESSIONAL ENGINEERING SERVICES	JACKSON, NEW JERSEY 08527	23-091
	PH.(732) 351-2583 F.(732) 806-7439	SCALE
	OFFICE@HALERCONSULTING.COM
		DATE
		03-29-2024
ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER		SHEET NO.

NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488 ===== PAGE 4 =====

GRAPHIC SCALE

REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE
GRADING, DRAINAGE & UTILITY PLAN
PROPOSED HOUSE OF WORSHIP 922 HYSON ROAD BLOCK 1204 LOT 34 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: 922 HYSON LLC
HALER CONSULTING PROFESSIONAL ENGINEERING SERVICES	640 HERMAN ROAD, UNIT 1 JACKSON, NEW JERSEY 08527 PH. (732) 351-2583 F. (732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300	PROJECT NO. 23-091
		SCALE
		DATE 03-29-2024
ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488		SHEET NO. C400

===== PAGE 5 ===== 1 inch = 20 ft.

REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE
CIRCULATION PLAN - FIRE
PROPOSED HOUSE OF WORSHIP 922 HYSON ROAD BLOCK 1204 LOT 34 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: 922 HYSON LLC
HALER CONSULTING PROFESSIONAL ENGINEERING SERVICES	PROJECT NO. 23-091
	SCALE
	DATE 03-29-2024
ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488	SHEET NO. C500

===== PAGE 6 ===== (IN FEET) 1 inch = 20 ft.

REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE
CIRCULATION PLAN - REFUSE
PROPOSED HOUSE OF WORSHIP 922 HYSON ROAD BLOCK 1204 LOT 34 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: 922 HYSON LLC
HALER CONSULTING PROFESSIONAL ENGINEERING SERVICES	PROJECT NO. 23-091
	SCALE
	DATE 03-29-2024
ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488	SHEET NO. C501

NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488 C501 ===== PAGE 7 =====

PROPOSED PLANT SCHEDULE
KEY	QTY	LATIN NAME	COMMON NAME	SIZE	NOTES	SYMBOL
SHADE TREES
RM	7	ACER RUBRUM 'COLUMNARE'	COLUMNAR RED MAPLE	2-1/2"-3" CAL.	B+B
EVERGREENS
TS	10	THUJA STANDISHII X PLICATA	GREEN GIANT ARBORVITAE	5-6' HT	B&B
TO	74	THUJA OCCIDENTALIS 'SMARAGD'	AMERICAN ARBORVITAE	5-6' HT	B&B
FLOWERING TREES
CC	1	CERCIS CANADENSIS	RED BUD	2-1/2"-3" CAL.	B&B
SHRUBS/PERENNIALS
IG	6	ILEX GLABRA 'COMPACTA'	COMPACT INKBERRY	3-4' HT/4-6'SPRD	DENSE,SYMMETRICAL
BM	8	BUXUS MICROPYLLA VAR. KOREANA "GREEN GEM"	GREEN GEM BOXWOOD	3-4' HT/3-4'SPRD	DENSE,SYMMETRICAL

## EXISTING TREES TO BE REMOVED EXCEPT WHERE NOTED

## TREE REMOVAL NOTES: LANDSCAPE & TREE SAVE PLAN PROPOSED HOUSE OF WORSHIP 922 HYSON ROAD BLOCK 1204 LOT 34 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY

TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: 922 HYSON LLC
HALER CONSULTING	640 HERMAN ROAD, UNIT 1	PROJECT NO.
HALER CONSULTING	JACKSON, NEW JERSEY 08527	23-091
PROFESSIONAL ENGINEERING SERVICES	PH. (732) 351-2583 F. (732) 806-7439	SCALE
	OFFICE@HALERCONSULTING.COM	1" = 20'
	COA 24GA28321300	DATE
		03-29-2024
ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER		SHEET NO.

C600 ===== PAGE 8 =====

LIGHTING PLAN
PROPOSED HOUSE OF WORSHIP 922 HYSON ROAD BLOCK 1204 LOT 34 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: 922 HYSON LLC
640 HERMAN ROAD, UNIT 1 JACKSON, NEW JERSEY 08527 PH.(732) 351-2583 F.(732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300	PROJECT NO. 23-091
	SCALE 1" = 20'
	DATE 03-29-2024
ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488	SHEET NO. C601

GRAPHIC SCALE

FARMERS LANE

Schedule
Symbol	Label	Quantity	Manufacturer	Catalog Number	Description	Lamp	Number Lamps	Filename	Lumens Per Lamp	Light Loss Factor	Wattage
☐-○-☐	B	3 Lithonia Lighting	DSX0 LED P5 40K T5W MVOLT	DSX0 LED P5 40K T5W MVOLT	LED	1	DSX0_LED_P 5_40K_T5W_MVOLT.ies	12047	0.95	178
☐☐	D	1 Lithonia Lighting	DSXW2 LED 20C 530 50K T3S MVOLT	DSXW2 LED WITH 2 LIGHT ENGINE, 20 LED's, 530mA DRIVER, 5000K LED, TYPE 3 SHORT OPTIC	LED	1	DSXW2_LED_20C_530_50K_T3S_MVOLT.ies	4299	0.95	36
○-☐	A	1 Lithonia Lighting	DSX0 LED P5 40K T5W MVOLT	DSX0 LED P5 40K T5W MVOLT	LED	1	DSX0_LED_P 5_40K_T5W_MVOLT.ies	12047	0.95	89
○-▶	E	1 Lithonia Lighting	DSX0 LED P1 30K T2S MVOLT HS	DSX0 LED P1 30K T2S MVOLT with houseside shield	LED	1	DSX0_LED_P 1_30K_T2S_MVOLT_HS.ies	3017	1	38
☐☐	F	1 Lithonia Lighting	DSX0 LED P1 30K T2S MVOLT HS	DSX0 LED P1 30K T2S MVOLT with houseside shield	LED	1	DSX0_LED_P 1_30K_T2S_MVOLT_HS.ies	3017	1	76

===== PAGE 9 ===== ## PLANTING NOTES:

NOT TO SCALE

## PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED THROUGHOUT CONSTRUCTION CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE TREE PROTECTION FENCING SHALL BE INSTALLE ALONG THE DRIPLINE OF THE TREE CANOPY ## PLANTING NOTES: 1. PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY. EXPANDABLE TREE WRAP SHALL BE BIODEGRADABLE. CENTRAL LEADER SHALL NOT BE DAMAGED OR CUT. WIRE BASKETS SHALL BE REMOVED AT TIME OF PLANTING. ALL CONFEROUS PLANTINGS TO BE ARBORVITAE. NO CONSTRUCTION ACTIVITY, STOCKPILING OF SOIL, STORAGE OF DEBRIS, MATERIALS OR EQUIPMENT IS PERMITTED WITHIN THE PROTECTIVE FENCING

4' HIGH ORANGE VINYL SNOW FENCE ALL PROTECTIVE FENCING SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE. AT THE COMPLETION OF CONSTRUCTION, ANY DAMAGED TREES SHALL BE TARGET PRUNED TO REMOVE DEAD OR BROKEN LIMBS 6' HIGH POSTS DRIVEN INTO GROUND EVERY 6'–0" AND AT ALL CHANGES OF DIRECTION

TREE PROTECTION DETAIL NOT TO SCALE PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY. NOT TO SCALE

LIGHT POLE AND FOUNDATION DETAIL

NOT TO SCALE

d“series

Specifications

Ordering Information				EXAMPLE: DSX0 LED P6 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD
DSX0 LED
Series	LEDs	Color temperature	Distribution
DSX0 LED	Forward optics	30K 3000K	T1S Type I short (Automotive)	T5S Type V short3
	P1 P5	40K 4000K	T2S Type II short	T5M Type V medium3
	P2 P6	50K 5000K	T2M Type II medium	T5W Type V wide3
	P3 P71		T3S Type III short	BLC Backlight control4
	P41		T3M Type III medium	LCCO Left corner cutoff4
	Rotated optics		T4M Type IV medium	RCCO Right corner cutoff4
	P102 P122		TFTM Forward throw medium
	P112 P1312		T5VS Type V very short3

Control options				Other options	Finish required
Shipped installed		PIR	High/low, motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 5fc19,20	Shipped installed	DDBXD Dark bronze
NLTAIR2	nLight AIR generation 2 enabled13,14	PIRH	High/low, motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 5fc19,20	HS House-side shield22	DBLXD Black
PIRHN	Network, high/low motion/ambient sensor15	PIR1FC3V	High/low, motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 1fc19,20	SF Single fuse (120, 277, 347V)6	DNAXD Natural aluminum
PER	NEMA twist-lock receptacle only (control ordered separate)16	PIRH1FC3V	High/low, motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 1fc19,20	DF Double fuse (208, 240, 480V)6	DWHXD White
PERS	Five-pin receptacle only (control ordered separate)16,17	PIRH1FC3V	Field adjustable output21	L90 Left rotated optics2	DDBTXD Textured dark bronze
PER7	Seven-pin receptacle only (leads exit fixture) (control ordered separate)16,17	FAO	Field adjustable output21	R90 Right rotated optics2	DBLBXD Textured black
DMG	0-10V dimming extend out back of housing for external control (control ordered separate)18	FAO	Field adjustable output21	DDL Diffused drop lens22	DNATXD Textured natural aluminum
				HA 50°C ambient operations1	DWHGXD Textured white
				BAA Buy America(n) Act Compliant Shipped separately BS Bird spikes23	BSA External glare shield EGS

## EATURES & SPECIFICATIONS ## INTENDED USE The sleek design of the D-Series Size 0 reflects the embedded high performance LED technology. It is ideal for many commercial and municipal applications, such as parking lots, plazas, campuses, and pedestrian areas. ## CONSTRUCTION EGS External glare shield Single-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED driver is mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (0.95 ft2) for optimized pole wind loading. ## FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non-textured finishes. ## OPTICS Precision-molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K or 5000 K (70 CRI) configurations. The D-Series Size 0 has zero uplight and qualifies as a Nighttime Friendly™ product, meaning it is consistent with the LEED® and Green Globes™ criteria for eliminating wasteful uplight. Light engine(s) configurations consist of high-efficacy LEDs mounted to metal-core circuit boards to maximize heat dissipation and promote long life (up to L85/100,000 hours at 25circC). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an expected life of 100,000 hours with <1% failure rate. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). ## ELECTRICAL ## STANDARD CONTROLS The DSX0 LED area luminaire has a number of control options. DSX Size 0, comes standard with 0-10V dimming driver. Dusk to dawn controls can be utilized via optional NEMA twist-lock photocell receptacles. Integrated motion sensors with on-board photocells feature field-adjustable programming and are suitable for mounting heights up to 30 feet. ## nLIGHT AIR CONTROLS ## INSTALLATION The DSX0 LED area luminaire is also available with nLight® AIR for the ultimate in wireless control. This powerful control platform provides out-of-the-box basic motion sensing and photocontrol functionality and is suitable for mounting heights up to 40 feet. Once commissioned using a smartphone and the easy-to-use CLAIRITY app, nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over-ride can be achieved when used with the nLight Eclapse. Additional information about nLight Air can be found here. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D-Series Size 0 to withstand up to a 3.0 G vibration load rating per ANSI C136.31. The D-Series Size 0 utilizes the AERIST™ series pole drilling pattern (template #8). Optional terminal block and NEMA photocontrol receptacle are also available. ## LISTINGS UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40°C to 50°C ambient with HA option. U.S. Patent No. D672,492 S. International patent pending. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/OPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. ## BUY AMERICAN Product with the BAA option is assembled in the USA and meets the Buy America(n) government procurement requirements under FAR, DFARS and DOT. Please refer to www.acuitybrands.com/buy-american for additional information. ## WARRANTY 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/customer-support/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and Application. All values are designed or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice.

Specificationஸ் Luminaire		Back Box (BBW. E20WC)
Width:	13-3/4" (34.9 cm)	Weight:	12 lbs (5.4 kg)
Depth:	10" (25.4 cm)
Height:	6-3/8" (16.2 cm)		Height:
		D	[F5]

D-Series Size 1 LED Wall Luminaire

for 3/4 NPT side-entr conduit (BBW only) ## Ordering Information

DSXW1 LED

## EXAMPLE: DSXW1 LED 20C 1000 40K T3M MVOLT DDBTXD

Series	LEDs	Drive Current	Color temperature	Distribution	Voltage	Mounting	Control Options
DSXW1 LED	10C (one engine)	350 350 mA	30K 3000 K	T25 T2M T3S T3M T4M TFTM	Type II Short MVOLT2 1203 2083 2403 2773 3473A 4803A	Shipped included (blank) Surface mounting bracket	Shipped installed PE Photoelectric cell, button type6 DMG
20C	20 LEDs (two engines)1	700 700 mA	50K 5000 K	T25 T2M T3S T3M T4M TFTM	Type III Short Type III Medium MVOLT2 1203 2083 2403 2773 3473A 4803A	BBW Surface-mounted back box (for conduit entry)5	PIR 180° motion/ambient light sensor, <15°mtg ht1,7
		1000 1000 mA (1 A)1	AMBPC Amber phosphor converted	T25 T2M T3S T3M T4M TFTM	Type III Medium MVOLT2 1203 2083 2403 2773 3473A 4803A	PIR 180° motion/ambient light sensor, <15°mtg ht1,7	PIR 180° motion/ambient light sensor, 15-30°mtg ht1,7
					T25 T2M T3S T3M T4M TFTM	180° motion/ambient light sensor, 15-30°mounting height, ambient sensor enabled at 1fc1,7	PIR1F3C3V Motion/ambient sensor, 15-30°mounting height, ambient sensor enabled at 1fc1,7
					T25 T2M T3S T3M T4M TFTM	180° motion/ambient light sensor, 15-30°mounting height, ambient sensor enabled at 1fc1,7	E20WC Emergency battery backup (includes external component enclosure), CA Title 20 compliant8,9

## ther Options

Shipped installed		Shipped separately11		DDBXD	Dark bronze	DSSXD	Sandstone	DWHGXD	Textured white
SF	Single fuse (120, 277 or 347V)3,10	BSW	Bird-deterrent spikes	DBLXD	Black	DDBTXD	Textured dark bronze	DSSTXD	Textured sandstone
DF	Double fuse (208, 240 or 480V)3,10	VG	Vandal guard	DNAXD	Natural aluminum	DBLBXD	Textured black
HS	House-side shield11	DDL	Diffused drop lens	DWHXD	White	DNATXD	Textured natural aluminum

SPD Separate surge protection12 ## Accessories ## NOTES Ordered and shipped separately DSXWHS U House-side shield (one per light engine) DSXWBSW U Bird-deterrent spikes DSXW1VG U Vandal guard accessory 1 20C 1000 is not available with PIR, PIRH, PIR1FC3V or PIRH1FC3V. 2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 3 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 4 Only available with 20C, 700mA or 1000mA. Not available with PIR or PIRH. 5 Back box ships installed on fixture. Cannot be field installed. Cannot be ordered as an accessory. 6 Photocontrol (PE) requires 120, 208, 240, 277 or 347 voltage option. Not available with motion/ambient light sensors (PIR or PIRH). 7 Reference Motion Sensor table on page 3. 8 Same as old ELCW. Cold weather (-20C) rated. Not compatible with conduit entry applications. Not available with BBW mounting option. Not available with fusing. Not available with 347 or 480 voltage options. Emergency components located in back box housing. Emergency mode IES files located on product page at www.lithonia.com 9 Not available with SPD. 10 Not available with E20WC. 11 Also available as a separate accessory; see Accessories information. 12 Not available with E20WC.

## FEATURES & SPECIFICATIONS ## INTENDED USE The energy savings ## CONSTRUCTION The energy savings, long life and easy-to-install design of the D-Series Wall Size 1 make it the smart choice for building-mounted doorway and pathway illumination for nearly any facility. Two-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance. The LED driver is mounted to the door to thermally isolate it from the light engines for low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in textured and non-textured finishes. ## Precision-molded proprietary acrylic lenses provide multiple photometric distributions tailored specifically to building mounted applications. Light engines are available in 3000 K (70 min. CRI), 4000 K (70 min. CRI) or 5000 K (70 min. CRI) configurations. ## ELECTRICAL Light engine(s) consist of 10 high-efficacy LEDs mounted to a metal-core circuit board to maximize heat dissipation and promote long life (L88/100,000 hrs at 25circC). Class 1 electronic drivers have a power factor >90%, THD <20%, and a minimum 2.5KV surge rating. When ordering the SPD option, a separate surge protection device is installed within the luminaire which meets a minimum Category C Low (per ANSI/IEEE C62.41.2). ## INSTALLATION Included universal mounting bracket attaches securely to any 4" round or square outlet box for quick and easy installation. Luminaire has a slotted gasket wireway and attaches to the mounting bracket via corrosion-resistant screws. ## LISTINGS CSA certified to U.S. and Canadian standards. Rated for -40°C minimum ambient. DesignLights Consortium\circledR (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. ## BUY AMERICAN This product is assembled in the USA and meets the Buy America(n) government procurement requirements under FAR, DFARS and DOT. Please refer to www.acuitybrands.com/resources/buy-american for additional information. ## ## LANDSCAPE & LIGHTING DETAILS ##### Five-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms-and-conditions rt/warranty/terms-and-condition differ as a result of end user or Note: Actual performance may differ as a result of end-user environment and application. All values are designed or typical values, measured under laboratory conditions at 25circC. Specifications subject to change without notice. PROPOSED HOUSE OF WORSHIP 922 HYSON ROAD BLUCK 1204 LUI 34 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: 922 HYSON LLC OWNER/APPLICANT: 922 HYSON LLC HALER CONSULTING PROFESSIONAL ENGINEERING SERVICES 40 HERMAN ROAD, UNIT 1 | PROJECT NO. JACKSON, NEW JERSEY 08527 H.(732) 351-2583 F.(732) 806-743

COA 24GA28321300

ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488 03-29-2024 SHEET NO. ===== PAGE 10 ===== BINGHAM & TAYLOR CLEANOUT COVER

SERVICE LATERAL

NOTE: LOCATION OF SERVICE CONNECTION & CLEANOUT SHALL BE DETERMINED IN THE FIELD TO COMPLY WITH REQUIREMENTS OF THE PROPERTY OWNER & NJAW. CLEAN—OUT IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK.

SERVICES ON DUCTILE IRON PIPE REQUIRE DIRECT TAP

WATER SERVICE

DUMPSTER ENCLOSURE DETAIL 1” = 5' 1. REFUSE ENCLOSURE TO BE SCREENED WITH 5 FOOT MINIMUM-WIDTH LANDSCAPING AREA. SEE LANDSCAPING PLAN FOR DETAILS. 2. IF LOCATED WITHIN OR ADJACENT TO A PARKING AREA OR ACCESS DRIVE, THE ENCLOSED REFUSE AREAS SHALL BE SEPARATED FROM SUCH PARKING AREA OR ACCESS DRIVE BY CURBING. SEE SITE PLAN.

1/2" BITUMINOUS CONCRETE, TYPE FABC, STONE MIX I-5

## PARKING LOT CROSS-SECTION DETAIL

N.T.S.

## GENERAL NOTES: FRAME, CURB PIECE, BACK, AND GRATE 1. INLETS MAY BE CONSTRUCTED OF BRICK, CONCRETE, CONCRETE BLOCK, OR PRECAST CONCRETE. WALLS TO BE 8 INCHES THICK IF BRICK AND 6 INCHES THICK IF CONCRETE, CONCRETE BLOCK, OR PRECAST CONCRETE. INLET FOUNDATIONS AND INVERTS TO BE CLASS B CONCRETE. 2. PLACE INLET FOUNDATIONS WHICH ARE PRECAST ON A 6 INCH THICK BED OF COMPACTED COARSE AGGREGATE #57. EXTEND THE COARSE AGGREGATE 6 INCHES BEYOND THE HORIZONTAL LIMITS OF THE INLET FOUNDATION. 3. ADJUST CASTINGS FOR PRECAST INLETS TO GRADE WITH COURSES OF BRICK, AS REQUIRED, 12 INCHES MAXIMUM.

MINIMUM WALL REINFORCEMENT FOR PRECAST INLET TYPES A, B, C, E, D-1, D-2, AND B MODIFIED:

SHOULDER / PAVEMENT BACK, AND GRATE SEE NOTE 1 5. DIMENSIONS, WEIGHTS, AND OTHER CRITERIA SHOWN ON THESE DETAILS ARE FOR CLASS 35B CAST IRON. CURB PIECE TYPE N-ECO

REINFORCING SHOWN FOR PRECAST INLETS IS THE MINIMUM REQUIRED. ADDITIONAL REINFORCING FOR HANDLING IS THE RESPONSIBILITY OF THE CONTRACTOR.

INLET TYPE B

A=6" REVEAL (FINAL) B=8" REVEAL (TEMPORARY) C=12" OVERLAP (FINAL PAVE) D=6" THICK E=4" THICK 6" THICK DENSE AGGREGATE BASE COURSE/ R.C.A VARIABLE THICKNESS 4"- 6" THICK 19M64 HOT MIX BASE COURSE (TEMP. PAV'T) 2" THICK 12.5M64 HOT MIX ASPHALT SURFACE COURSE (FINAL PAVE

ROAD WIDENING PAVEMENT

TRAVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20' APART AND SHALL BE FILLED WITH PERFORMED BITUMINOUS IMPREGNATED FIBER JOINT FILLER COMPLYING WITH THE REQUIREMENTS FOR TYPE III FILLER IN A.A.S.H.O. SPEC M 153 RECESSED 1/4" IN FROM FRONT FACE AND TOP OF CURB EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE CURB.

9" x 18" CONCRETE VERTICAL CURB

6" THICK, DENSE GRADED — AGGREGATE BASE COURSE CURB RAMP WIDTH 0" MIN., 6" DESIRABLE, MEASURED FROM BACK OF CURB EDGE RADIUS CURB DIRECTION OF TRAVEL ON RAMP BASE TO BASE T.D. SPACING

1.6" MIN. TO 2.4" MAX. CENTER TO CENTER T.D. SPACING

PLAN VIEW

ELEVATION

DETECTABLE WARNING SURFACE

PLAN VIEW

TO BE CARRIED TO FIRM BEARING BELOW FROST LINE END VIEW

END VIEW

GENERAL NOTES:

R7-1 12"x18"

GENERAL NOTES: 1. ALL EDGES TO BE CHAMFERED 1" 2. D=DIAMETER OF PIPE. 3. THE TERMINUS FOR OUTLET AND INLET APRONS SHALL BE SET BY EXTENDING THE PIPE GRADE AHEAD AND BACK RESPECTIVELY. 4. FOR ARCH PIPE, THE SPAN SHALL BE SUBSTITUTED FOR "D." 5. EXPOSED PORTIONS OF WALL TO BE RUBBED & FLOATED TO REMOVE FORM MARKS. 6. USE CLASS "B" CONCRETE 4500 PSI

N.T.S.

▏4.5' ▏8' HEADWALL AND APRON DETAIL N.T.S.

ADA PARKING DETAIL

SIGN LEGEND

R1-1 30"x 30"

SIGN TO BE SECURELY FASTENED WITH BOLTS NUTS & WASHERS OF ALUM. OR HOT-DIPPED GALVANIZED STEEL CONCRETE — ADA PARKING SIGN DETAIL

N.T.S.

Ｃ

1. ALL TRAFFIC MARKINGS, SIGNS AND POSITION MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE FEDERAL HIGHWAY ADMINISTRATION, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL TRAFFIC STRIPING AND TRAFFIC MARKINGS SHALL BE RETRO REFLECTIVE, LONG LIFE FOR BOTH EPOXY AND THERMOPLASTIC. TRAFFIC STRIPING & TRAFFIC MARKINGS CROSSWALKS, STOP BAR & CENTERLINES Not to Scale -BITUMINOUS EXPANSION JOINTS @ 20'

overrightarrow 4prime-0 overrightarrow R

CLASS "B" CONCRETE 4500 P.S.I. AT 28 DAYS VARIES SEE PLAN SEE NOTE 8

COMPACTED SUBGRADE

SECTION A — A

## NOTES: 1. PREFERRED BITUMINOUS EXPANSION JOINTS, 1/2" THICK, 4" DEEP, AND EXTENDING THE FULL WIDTH OF THE WALK, UNBROKEN, SHALL BE INSTALLED EVERY 20 FEET. CONTRACTION JOINTS SHALL BE INSTALLED EVERY 4 FEET THE FULL WALK WIDTH. 2. THE TOWNSHIP ENGINEER SHALL APPROVE ALL SUBGRADES PRIOR TO THE POURING OF ANY CONCRETE. 3. ALL SIDEWALK THAT IS BROKEN, CRACKED, OR OUT OF ALIGNMENT SHALL BE REPLACED PRIOR TO ACCEPTANCE. 4. CONCRETE SHALL BE CLASS "B" PORTLAND CEMENT HAVING A 28 DAY STRENGTH OF 4500 PSI. 5. THERE SHALL BE A FLOAT FINISH WITH THE EDGES FINISHED WITH A SUITABLE TOOL. 6. HANDICAP RAMPS SHALL HAVE A LIGHT BROOM FINISH WITH THE STRIATIONS PERPENDICULAR TO TRAFFIC. 7. DIMENSIONS SHOWN AS VARIABLE SHALL BE CONFIRMED BY THE ENGINEER. 8. CONCRETE SIDEWALKS TO BE 4' WIDE EXCEPT FOR A 5'x10' WHEELCHAIR PASSING ZONE EVERY 200' MIN.

CONCRETE SIDEWALK DETAIL

OT TO SCALE

REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE
CONSTRUCTION DETAILS
PROPOSED HOUSE OF WORSHIP
922 HYSON ROAD
BLOCK 1204 LOT 34
TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY
OWNER/APPLICANT: 922 HYSON LLC
HALER CONSULTING	640 HERMAN ROAD, UNIT 1
PROFESSIONAL ENGINEERING SERVICES	JACKSON, NEW JERSEY 08527
	PH. (732) 351-2583 F. (732) 806-7439	DATE

ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER		SHEET NO.
NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488	C800

===== PAGE 11 ===== ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488 03-29-2024

AS SHOWN DATE HALER CONSULTING PROFESSIONAL ENGINEERING SERVICES PROJECT NO. JACKSON, NEW JERSEY 08527 PH.(732) 351-2583 F.(732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300 OWNER/APPLICANT: 922 HYSON LLC REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE CONSTRUCTION DETAILS PROPOSED HOUSE OF WORSHIP 922 HYSON ROAD BLOCK 1204 LOT 34 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY OWNED / APPLICANT. 922 HYSON LLC OUTLET CONTROL STRUCTURE 1 NOT TO SCALE SECTION B-B

4'−0" 6' 0" GRATE=171.40 SMALL SCALE SURFACE INFILTRATION BASIN GENERAL NOTES: 1. ALL CONCRETE TO BE CLASS B 4,500 P.S.I. 2. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH ½" THICK CEMENT PLASTER. INLET FRAME SHALL BE SECURELY GROUTED IN PLACE. 3. FRAME & GRATE TO BE CAMPBELL-FOUNDRY No. 3440 OR APPROVED EQUAL. 4. PROVIDE 7/8" DIA. ALUMINUM LADDER RUNGS, 12" O.C. AS NECESSARY. 5. ALL PRECAST STRUCTURES TO RECIEVE BITUMASTIC TAR COAT OUTSIDE ONLY. SECTION A-A

←→ = DIRECTION OF RUNOFF NOTE:

E PLAN

CLEANOUT DETAIL NOT TO SCALE * CLASS I BACKFILL REQUIRED AROUND 60° DIAMETER FITTINGS * LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER. SECTION B-B

CLASS I OR II MATERIAL PER ASTM D2321, LATEST EDITION, COMPACTED IN MAX. 8" LOOSE LIFTS TO 95 % MIN. OF MAX. SPD BEDDING (CLASS I OR II MATERIAL) = 4" MIN. FOR 12" - 24" HDPE PIPE = 6" MIN. FOR 30"–60" HDPE PIPE NOT TO SCALE UNDERGROUND BASIN — PLAN VIEW 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 UNDERGROUND BASIN — SECTION VIEW NOT TO SCALE 36" HDPE PERF PIPE EXCAVATION TRENCH

1. ALL REFERENCES TO CLASS I OR II MATERIAL ARE PER ASTM D2321 "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION. 2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION AND THE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES. 3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE BACKFILL MATERIAL, WHEN REQUIRED. SEE ASTM D2321. 4. FILTER FABRIC: A GEOTEXTILE FABRIC MAY BE USED AS SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL. 5. 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. 6. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. 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); (150mm) FOR 30"−60" (750mm−900mm). 7. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 8. MINIMUM COVER: MINIMUM COVER OVER ALL RETENTION/DETENTION SYSTEMS IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12" UP TO 36" DIAMETER PIPE AND 24" OF COVER FOR 42"—60" DIAMETER PIPE MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID NOTES: BEDDING (CLASS I OR II MATERIAL)* CLASS I OR II MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH ASTM D2321 IN PIPE ZONE ===== PAGE 12 =====

50' OR GREATER AS REQ'D PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W.

## STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE NOTES: 1. BAG MUST BE LOCATED AWAY FROM RECEIVING WATERS AND/OR CONSTRUCTION ACTIVITIES. 2. BAGS MUST BE DISPOSED OF ACCORDING TO MANUFACTURER'S INSTRUCTIONS. BAGS MAY NOT BE REUSED. DETAIL 14-4 SEDIMENT CONTROL BAG FOR DEWATERING 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. 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. 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. 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. ## Maintenance The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto 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, washed, or tracked onto roadways (public or private) or other impervious surfaces must be removed immediately. 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. SOILS TYPE: LAKEWOOD SAND 0 – 5% SLOPES

## SILT FENCE DETAIL NOT TO SCALE OPTIONAL WIRE FENCE BEHIND FABRIC FOR "SUPER" SILT FENCE ## Requirements for silt fence: 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 (Fig. 23-2). Posts shall be constructed of hardwood with a minimum diameter thickness of 11/2 inches. 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 (pg. 15-1) which may be needed to control surface runoff rates and velocities. ### PROJECT AREA: 58,634 SF (1.34 ACRES) 3. A geotextile fabric, recommended for such use by the 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 consisting of metal fasteners (nails or staples) and a high strength reinforcement material (nylon webbing, grommets, washers etc.) placed between the fastener 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. ### DISTURBED AREA: 58,634 SF (1.34 ACRES) ## Simplified Testing Methods THE SOIL EROSION INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION MEASURES TO BE INSTALLED, AS DIRECTED BY THE DISTRICT INSPECTOR, IN ACCORDANCE WITH THE STATE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY Wire may be re-inserted if/when an obstruction (rock, root, debris) is encountered. ## Simplified Testing Methods Note: soil should be moist but not saturated. Do not test when 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 gage. Note: soil should be moist but not saturated. Do not test when soil is excessively dry or subject to freezing temperatures. Slow, steady downward pressure used to advance the wire. 18-21"

6.0" min. visible mark on shaft at depth Penetrometer may be re-inserted if/when an obstruction (rock, root, debris) is encountered. 6.0" min. visible mark on wire at depth Note: soil should be moist but not saturated. Do not test when soil is excessively dry or subject to freezing temperatures. Slow, steady downward pressure used to advance the wire. ## Handheld Soil Penetrometer Test ### Probing Wire Test- 15.5 ga steel wire (survey flag)

Use correct size tip for soil type Hold Wire here: Wire must penetrate a minimum of 6" without deformation. Hold Wire here: Wire must penetrate a minimum of 6" without deformation. Wire may be re-inserted if/when an obstruction (rock, root, debris) is encountered. 6.0" min. visible mark on wire at depth ### Probing Wire Test- 15.5 ga steel wire (survey flag)

## Handheld Soil Penetrometer Test Note: soil should be moist but not saturated. Do not test when 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 gage. Penetrometer may be re-inserted if/when an obstruction (rock, root, debris) is encountered.

4”—6” STRIPPING DEPTH IS COMMON (BUT MAY VARY). STOCKPILES SHOULD BE SITUATED SO AS NOT TO OBSTRUCT DRAINAGE OR CAUSE OFFSITE ENVIRONMENTAL DAMAGE. STOCKPILES SHOULD BE VEGETATED IN ACCORDANCE WITH STANDARDS DESCRIBED HEREON. REFER TO TEMPORARY OR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION. TEMPORARY OR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION. STOCKPILES NOT TO BE PLACED IN AREA WITH CONCENTRATED FLOW, WETLANDS, EXTREME SLOPE, OR WITHIN 100' OF NATURAL STREAM TOPSOIL STOCKPILE DETAIL NOT TO SCALE GRAPHIC SCALE

(IN FEET) 1 inch = 30 ft. ### REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE SOIL EROSION & SEDIMENT CONTROL PLAN PROPOSED HOUSE OF WORSHIP 922 HYSON ROAD BLOCK 1204 LOT 34 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: 922 HYSON LLC

HALER CONSULTING PROFESSIONAL ENGINEERING SERVICES 640 HERMAN ROAD, UNIT 1 JACKSON, NEW JERSEY 08527 H. (732) 351-2583 F. (732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300 ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488 03-29-2024 ===== PAGE 13 ===== ## SOIL EROSION AND SEDIMENT CONTROL NOTES The District inspector 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) All work is to be done in accordance with the SESC Standards. 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.ni.us/gariculture/divisions/anr/nrc/njerosion.html http://www.state.nj.us/agriculture/divisions/anr/nrc/njerosion.html 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 for more than sixty (60) days, and not subject to construction traffic, will immediately receive 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 and anchored in place according to the SESC Standard for Stabilization with Mulch Only. Immediately following initial disturbance or rough grading, all critical dreds 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 1½ to 2 tons per acre and anchored in place 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. Any steep slopes (3:1 or greater) or any existing roadways receiving pipeline installation will be backfilled and stabilized daily, as th 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 with 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 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 SESC 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 an amended 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. 18. All soil stockpiles are to be surrounded with a sediment barrier and stabilized in accordance with the SESC Standards. Stockpiles should be situated so as to not obstruct natural drainage or cause off-site environmental damage. 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. ## Topsoiling Notes 1. Topsoil should be handled only when it is dry enough to work without damaging soil structure. 1. Topsoil should be handled only when it is dry enough to 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. achieve the minimum coverage may require additional work to be performed. ## STANDARD FOR MAINTAINING VEGETATION ## 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. 4-11 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 irrigation 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. 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 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 invasive plants to maintain integrity of the landscape and enhance quality of permanent vegetative cover. ## CONSTRUCTION SCHEDULE: 1. The Ocean County Soil Conservation District shall be notified in writing for the eight (48) hours in advance of any land disturbance. 2. Clearing of lot within limit of disturbance 3. Installation of temporary soil erosion and sediment control measures must be installed at the initiation of land disturbance activities. 4. All temporary control measures must be included (silt fence along paved street(s), stone tracking pad and inlet protection). 5. Begin dwelling construction 6. Installation of drainage system and utilities 7. Soil compaction testing and/or subsoil compaction remediation. Testing and/or restoration of compacted soils (through deep scarification/tillage – 6" minimum depth) shall be done prior to the placement of topsoil. Soil compaction testing must be witnessed by an OCSCD inspector. 8. Topsoil (5" minimum depth) and final grading of lot. 9. Permanent stabilization of lot. 10. Obtain final report of compliance. All work must be completed and permanently stabilized before report of compliance can be issued. ## STANDARD FOR STABILIZATION WITH MULCH ONLY 9. Obtain final report of compliance. All work must be completed and permanently stabilized before reporting the report. ## Methods and Materials ### 1. Site Preparation 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 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. ### 2. 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. Synthetic or organic soil stabilizers may be used under suitable conditions and in quantities as recommended by the manufacturer. D. 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. E. Mulch netting, such as paper jute, excelsior, cotton, or plastic, may be used. F. Woodchips applied uniformly to a minimum depth of 2 inches may be used. Woodchips will not be used on areas where flowing water could wash them into an inlet and plug it. Gravel, crushed stone, or slag at the rate of 9 cubic yards per 1,000 sq. ft. 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. ### D. Liquid Mulch-Binders 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. ## 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 will 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 applied 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 until germination of grass. ## Materials ## Methods and Materials Topsoil should be friable1, loamy2, 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. Soluble salts should not be excessive (conductivity less than 0.5 millimphos per centimeter. More than 0.5 millimphos may desiccate 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. 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. ### 2. Stripping and Stockpiling A. Field exploration should be made to determine whether quantity and/or quality of surface soil justifies stripping. B. Stripping shall be confined to the immediate construction area. C. Where feasible, lime may be applied before stripping at a rate determined by soil tests to bring the soil pH to approximately 6.5. ##1Friable means easily crumbles in the fingers, as defined in most soils texts Loamy means texture groups consisting of coarse loamy sands, sandy loam, fine and very fine sandy loam, loam, silt loam, clay loam, sandy clay loam and silty clay loam textures and having less than 35% coarse fragments (particles less than 2mm in size) as defined in the Glossary of Soil Science Terms, 1996, Soil Science Society of America. D. A 4-6 inch stripping depth is common, but may vary depending on the particular soil. E. Stockpiles of topsoil should be situated so as not to obstruct natural drainage or cause off-site environmental damage. F. Stockpiles should be vegetated in accordance with standards previously described herein; see standards for Permanent (pg. 4-1) or Temporary (pg. 7-1) Vegetative Cover for Soil Stabilization. Weeds should not be allowed to grow on stockpiles. ### 3. Site Preparation A. Grade at the onset of the optimal seeding period so as to minimize the duration and area of exposure of disturbed soil to erosion. Immediately proceed to establish vegetative cover in accordance with the specified seed mixture. Time is of the essence B. Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application and anchoring, and maintenance. See the Standard for Land Grading, pg. 19-1. C. 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. D. Prior to topsoiling, the subsoil shall be in compliance with the Standard for Land Grading, pg. 19-1. 𩽾𩫝𩿡𩬟𩬟𩬟𩫜𩫜𩫜 E. Employ needed erosion control practices such as diversions, grade stabilization structures, channel stabilization measures, sedimentation basins, and waterways. See Standards 11 through 42. ### 4. Applying Topsoil A. Topsoil should be handled only when it is dry enough to work without damaging soil structure; i.e., less than field capacity (see glossary). B. A uniform application to an average depth of 5.0 inches, minimum of 4 inches, firmed in place is required. Alternative depths may be considered where special regulatory and/or industry design standards are appropriate such as on 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 (pg. 1-1). C. 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 (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. ## STANDARD FOR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION SOIL COMPACTION TESTING REQUIREMENTS ## SITE PREPARATION 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. 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. ## SEEDBED PREPARATION 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. 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. ## SEEDING 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.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 seeded area and mowed once. A.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. A.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. 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 seed placement may be 1/4 inch deeper on coarse-textured soil. C. After seeding, firming the soil with a corrugated roller will assure good seed-to-soil contact, restore 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 pr faster and earlier establishment. The existence of vegetation sufficient to control soil erosion shall be deemed compliance with this mulching requirement. 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 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 70 to 90 pounds within each section. 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. 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. 2. Mulch Nettings – Staple paper, jute, cotton, or plastic nettings to the soil surface. Use a degradable netting in areas to be mowed. Crimper (mulch anchoring coulter 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 straw mulch. 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. ## se one of the followin (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 membrane 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. ## rther evaluation for use in this state (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 manufacturer and remain tacky until germination of grass. 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. M 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. Ulch shall not be mixed in the tank with seed. Use is limited to flatter slopes and during optimum seeding periods in spring and ## IRRIGATION (WHERE FEASIBLE) 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. ## TOPDRESSING 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 ameliorated. ESTABLISHING PERMANENT VEGETATIVE COVER 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 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. PERMANENT SEEDING RATES

Plant Species	Seeding Rate
	(lbs/1000 sf)
Hard Fescue	3.0
Chewings Fescue	1.0
Strong Creeping Red Fescue	1.0
Perennial Ryegrass	.25
Optimal seeding dates: 8/15 – 10/15
Acceptable seeding dates: 3/1 – 4/30 & 5/1 – 8/14*
* Summer seedings should only be conducted when the site is irrigated. Mixes including white clover require that at least six weeks of growing season remain after seeding to ensure establishment before freezing conditions.

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 soil erosion control plan. 3. Compaction testing locations are denoted on the plan. A copy of the plan or portion of the plan shall be used to mark locations 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 testing methods (see details below), the 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 Compaction Testing Methods A. Probing Wire Test (see detail) B. Hand-held Penetrometer 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 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. ## TEMPORARY SEEDBED PREPARATION A. 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. 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. Apply limestone at a rate to be determined via soil testing. Calcium carbonate is the equivalent and standard for measuring the ability of limiting materials to neutralize soil acidity and supply calcium and magnesium to grasses and legumes. B. Work lime and fertilizer into the soil 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 reasonable uniform seedbed is prepared. C. Inspect seedbed just before seeding. If traffic has left the soil compacted, the area must be retilled in accordance with the above.

D. Soils high in sulfides or having a pH of 4 or less refer to Standard for Management of High Acid Producing Soils, pg. 1-1.
Plant Species	Seeding Rate (lbs/1000 sf)
Cool Season Grasses
Perennial ryegrass	1.0
Spring Oats	2.0
Annual Ryegrass	2.2
Winter Barley	1.0
Winter Cereal Rye	2.8

Soils, pg. 1-1.
Plant Species	Seeding Rate\n(lbs/1000 sf)
Cool Season Grasses
Perennial ryegrass	1.0
Spring Oats	2.0
Annual Ryegrass	2.2
Winter Barley	1.0
Winter Cereal Rye	2.8
Warm Season Grasses
Pearl Millet	0.5
Millet (German or Hungarian)	0.7
STANDARD FOR DUST CONTRO

Table 16-1 Dust Control Materials

MATERIAL	WATER DILUTION	TYPE OF NOZZLE	APPLY GALLONS/ACRE E
Anionic asphalt emulsion	7:1	Coarse Spray	1200
Latex emulsion	12.5:1	Fine Spray	235
Resin in water	4:1	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
Acidulated Soy Bean Soap Stick	None	Coarse Spray	1200

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 accumulation around plants. Stone - Cover surface with crushed stone or coarse gravel.

REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE
SOIL EROSION & SEDIMENT CONTROL DETAILS
PROPOSED HOUSE OF WORSHIP\n922 HYSON ROAD\nBLOCK 1204 LOT 34\nTOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY\nOWNER/APPLICANT: 922 HYSON LLC
HALER CONSULTING\nPROFESSIONAL ENGINEERING SERVICES\n	640 HERMAN ROAD, UNIT 1\nJACKSON, NEW JERSEY 08527\nPH. (732) 351-2583 F. (732) 806-7439\nOFFICE@HALERCONSULTING.COM\nCOA 24GA28321300	PROJECT NO.\n23-091
		SCALE\n\nDATE\n03-29-2024
ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER\nNJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488	SHEET NO.\nC901

===== PAGE 14 ===== C2000

REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE
COUNTY ROADWAY IMPROVEMENT PLAN
PROPOSED HOUSE OF WORSHIP 922 HYSON ROAD BLOCK 1204 LOT 34 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: 922 HYSON LLC
HALER CONSULTING PROFESSIONAL ENGINEERING SERVICES [F4]	640 HERMAN ROAD, UNIT 1 JACKSON, NEW JERSEY 08527 PH.(732) 351-2583 F.(732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300	PROJECT NO. 23-091
		SCALE 1" = 20"
		DATE 03-29-2024
ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER NLPFLIC NO. 55771 NLPFLIC NO. 6488		SHEET NO. C2000

(IN FEET) 1 inch = 20 ft.

GRAPHIC SCALE