===== PAGE 1 ===== ## PROPERTY OWNERS WITHIN 200 FT Toyship of Jackson 35 West Veterans Highway Jackson, New Jersey 18527 ## JOHNNIE CLERK'S OFFICE Per Statute 40155D-12 Paragraph C: List of Property Owners Within 200 Feet of 274 Whiteeville Road LLC SLOCK 22301 LOT 1 RSQUESTED SY: Challoner & Associates LLC RSVP SEPTEB BY: Challoner & Associates LLC FOR ADDRESS 509 Main St., Bldg A, Toms River, NJ 08753 Onsays of record, Block 5 Lots as they appeal on Tax Assessment Books. BLOCK LCT NAME AND ADDRESS OF OWNER If property is adjacent to a proposed or established Highway NOTIFY: Commissioner of Transportation, State House, Tenton, NJ 08625 If property is located within the Pinesland NOPIY: Pinesland Commission, 20 Box 7, New Lisbon, NJ 00051 NOTIFY: O. C. Planning Board: 119 Poplar Ave., Toms River NJ 08753 20701 21 Anthony V Pailadino, Jr, 602 Oceanview Rd., Brielle, NJ 08730 21801 1 LUE Inc., 1 Willow Pond Dr., Howell, NJ 07731 Hossie C. Leveva & Concord Village, 17B Primrose Ln., Jackson, NJ 08527 21801 1.41 21801 1.42 Mary K Blough, 50 Whitehead Rd., Bridgewater, NJ 08507 21801 1.43 21801 1.44 M. Barrington LLC, 1030 No. Maple Ave., Toms River, NJ 08753 21801 79 Glenn Smith, 335 Whitesville Rd., Jackson, NJ 08727 21801 2 330 Whitesville Road LLC, 70 H. 520, Englishtown, NJ 07726 22301 25 Janis Jeans John W Rapport, 275 S Hows Chapel Rd., Jackson, NJ 08527 22301 26 John W Rapp, 279 S Hope Chapel Rd, Jackson, NJ 08527 22601 1 Sape Chapel Assoc., PO Box 1066, Jackson, NJ 08527 22601 2 Paul Braun, 270 S Bope Chapel Rd., Jackson, NJ 08527 22601 3 Josef Chimel, 1851 Branch Brook Ct., Toms River, NJ 00755 22601 3 Josef Chimel, 1851 Branch Brook Ct., Toms River, NJ 00755 22601 4 Rodney Krawczyk, 42 Jonathan Holmes Rd., Cream Ridge, NJ 08514 22701 21 Anthony V Palladino, Jr,602 Oceanview Rd., Brielle, NJ 08730 42602 3 Mark Fernandes, 21 Glaulcy Ave., Bayville, NJ 08730 for Statute 40:550-13 Paragraph G: List of Property Ownors Within 200 Feet of ## TOMREHIN CLERK'S OFFICE 330 Whitesville Road LLC BLOCK 22301 LOT 2 ### REQUESTED BY. Challoner 4 Assoc LLC # AMENDED USE VARIANCE AND PRELIMINARY & FINAL MAJOR SITE PLAN ADDRESS 509 Main St., Bldg A, Town River, NJ 08753 Owners of record, Block A Lots is they appear on Tax Assessment Bonds. BLOCK LOT NAME AND ADDRESS OF OWNER 14 property is adjacent to a proposed or established highway NOTIFY: Commissioner of Transportation, State House, Trenton, NJ 08525 If property is located within the Pinelands NOTIFY: Pinelands Commission, PO Box 7, New Lisbon, NJ 08554 NOTIFY: O. C. Flaming Board, 129 Hooper Ave., Town River NJ 03753 NO31PY: O. C. Planning Board, 119 Hocester Ave., Town River, NJ 03753 21801 1 UBE Inc, 1 Willow Fond Dr., Powell, NJ 07731 21801 1.41 Concord Village, 179 Primrose LN., Jackson, NJ 08527 21801 1.44 K Harington LLC 103A So. Marla 22m. Ston St. 08527 21B01 1.44 M Harrington LLC, 1030 No. Maple Ave., Toms River, NJ 08753 Georgia L 8 21801 77 Georgia L. & Deutsc M. Gahr, 2 Tangel Ct., Jackson, NJ 08727 21801 77 Deuris M Gahr, 2 Tensel Ct. Jackson NJ 08127 21801 78 29 Properties LLC, 90 W Sylvania Ave., Neputne, NJ 07753 21801 79 GLP-S-335 21801 79 Glenn Smith, 335 Whitesville Rd., Jackson, NJ 08527 R.J.R. 23011 274 Whitesville Road LLC, 73 Rt. 20, Englishtown, NJ 07326 2/4 Whitesville Road Ld., 79 R. 70, Englishtown, NJ 07726 Michael 22301 3 Cheung Estate, 4348 Bible Rd., Crewe, Va 23931 22301 4 Beth Costanzo, 346 Whitesville Rd., Jackson, NJ 08577 22301 24 Jeffrey Adams, 267 S. Hope Chapel Rd., Jackson, NJ 08527 22301 25 John W. Karp, 279 S Hope Chapel Rd., Jackson, NJ 08527 22301 26 John W. Karp, 275 S. Hope Chapel Rd., Jackson, NJ 08527 21891 1.42 K Biough. 54 wichwadRd. Bridgewater, NJ 05807 Data mailed Out. 9/19/08 By: al Amount: $13.00 paid Certifications: Ann Marie Eden, Township Clark, NMC

SHEET No.	INDEX OF SHEETS	ISSUE REVISION
SHEET No.	INDEX OF SHEETS	DATE	DATE
1 OF 18	COVER SHEET	3/30/07	06/11/2025
2 OF 18	EXISTING CONDITIONS PLAN	3/30/07	08/11/2025
3 OF 18	SITE PLAN	3/30/07	08/11/2025
4 OF 18	GRADING & UTILITY PLAN	3/30/07	08/11/2025
5 OF 18	LANDSCAPING PLAN	3/30/07	04/28/2025
6 OF 18	LIGHTING PLAN	09/04/08	04/28/2025
7 OF 18	SOIL EROSION & SEDIMENT CONTROL PLAN	3/30/07	06/11/2025
8 OF 18	PROFILE	3/30/07	06/11/2025
9 OF 18	PROFILE	04/14/10	04/28/2025
10 OF 18	ROAD CROSS SECTIONS	02/05/09	04/28/2025
11 OF 18	TREE REMOVAL PLAN	3/30/07	04/28/2025
12 OF 18	CIRCULATION PLAN	08/20/09	04/28/2025
13 OF 18	CONSTRUCTION DETAILS	3/30/07	04/28/2025
14 OF 18	CONSTRUCTION DETAILS	3/30/07	06/11/2025
15 OF 18	CONSTRUCTION DETAILS	4/28/2025	06/11/2025
16 OF 18	CONSTRUCTION DETAILS	3/30/07	04/28/2025
17 OF 18	CONSTRUCTION DETAILS	3/30/07	04/28/2025
18 OF 18	CONSTRUCTION DETAILS	3/30/07	04/28/2025

# JACKSON CENTER BLOCK 22301 LOTS 1 and 2 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY. NEW JERSEY

## USGS QUAD MAP

GRAPHIC SCALE

(IN FEET) 1 inch = 500 ft.

## The following Variances are required: -All entrance drives shall extend a minimum distance of one hundred (100) feet back from the street right of way, to a parking access aisle or major circulation drive. 40 feet is proposed to the circulation drive, and 70 feet to the parking aisle/circulation aisle. -A 10 foot wide unbroken landscape strip shall be provided along side and rear property lines. The applicant is proposing a 5 foot wide strip with a solid 6 foot high fence and an evergreen hedge along the southern property line. -Not more than one (1) 2-way access drive is permitted on any street. Since the applicant is proposing a shared parking facility with the adjacent lot there are two access driveways onto Whitesville road. -Parking areas to be located 20 feet from adjacent residential property, 10 feet is provided. -Parking areas to be located 10 feet from adjacent commercial property, 0 feet is provided. -No driveway shall be located less than ten feet to a side property line, five feet has been provided. ## The following Waivers are required: ## KEY & ZONING MAP -A partial waiver is requested from providing all existing topography, physical features and utilities within 200 feet of the subject site. Limited topography is depicted on adjacent properties. The stormwater design has been revised to not have any direct outlet onto the adjacent Lot 24 (Block 22301), so in turn a partial waiver would be required. ## GRAPHIC SCALE -The applicant will require a partial wavier for not providing a 12 foot wide loading zone along the easterly building wall. A 12 foot wide loading zone has been provided along the southerly building wall along with an 8 foot wide loading area has been provided along the entire length of the easterly wall.

(IN FEET) 1 inch = 200 ft. Approved as an amended Preliminary and Final Site Plan for Block 22301, Lot 1 and Preliminary and Final Site Plan for Block 22301, Lot 2 by the Jackson Township Zoning Board of Adjustment via Resolution # ___ Dated ___, Board Chairman

Board Engines: Date

DATE	REVISION
08/11/2025	PER SOIL CONSERVATION COMMENTS
04/28/2025	PER SOIL CONSERVATION COMMENTS
01/20/2025	PER SOIL CONSERVATION COMMENTS
09/05/2023	PER SOIL CONSERVATION COMMENTS
04/10/2022	REVISED PER DOLLAR GENERAL REQUIREMENTS

## GENERAL NOTES Property is known as Block 22301, Lot 2 and part of Lot 1 as shown on Tax Map Sheet 25 of the Township of Jackson, Ocean County, New Jersey. Area of Lot 2 consists of 2.12 Acres, area of proposed development is = 2.6 Acres. The property has two existing dwellings, a garage, a paved driveway, and an abandoned chicken coop along with two old foundations. All existing structures shall be removed with this application. The applicant is proposing to construct a 20,240 sf retail building. Improvements included constructing onsite stormwater management system as well as a shared parking facility on the adjoining Fueling Station and Convenience Store (currently under construction). All improvements as shown on Block 22301 (Formerly Block 64, Lot 1.01), Lot 1 are taken from approved plan entitled "Grading and Utility Plan", designed by Challoner & Magno Engineering, dated 1/22/03, latest revision 3/23/04. 2. Owner/Applicant:

LOT 2	LOT 1
330 Whlesville Road, LLC	274 Whlesville Road, LLC
79 Route 520	79 Route 520
Englishtown, NJ, 07726	Englishtown, NJ 07726

3. Outbound of subject property was based off of surveyed performed by Vincent Creevy, PLS #36716 of Cranmer Engineering, P.A. entitled Survey of Property, as dated May 5, 2006. Outbound Survey Updated by Challoner & Associates on May 15, 2019. 4. Benchmark elevation is located on existing sanitary MH rim elevation 90.96, within the ROW of County Route 527 located approximately 224 ft, southeast from centerline intersection of County Route 547, elevation per NGVD. 5. Property is situated in the RGC-1 Business Zone. The required zone schedule is as follows:

	Required	LOT 2	LOT 1
Lot Area	20,000 sf.	Provided	Provided
Lot Width	100 ft.	92,334 sf.	51,122 sf.
Front Setback	60 ft.	263 ft.	235 ft.
Slide Setback (one slide/combined)	10 ft./30 ft.	60 ft.	105.79 ft.
Rear Setback	30 ft.	28 ft./98 ft.	95 ft.
Maximum Height	35 ft.	51 ft.	30 ft.
Parking:			<35 ft.
Setback to R.O.W.	20 ft.	20 ft.	20 ft.
Setback to residential	20 ft.	10 ft.	N/A
Setback to nonresidential	10 ft.	0 ft.	0 ft.
Sign: Proposed Sign 75 sf.
Setback to R.O.W. (<25 sf.)	20 ft.	N/A	N/A
Setback to R.O.W. (26 sf.-75 sf.)	25 ft.	25 ft.	N/A
Setback to R.O.W. (>76 sf.)	30 ft.	N/A	30 ft.

Parking Requirements: LOT2

LOT 2	LOT 1
Retail Gross Floor Area = 20,240 sf.	Retail Gross Floor Area = 1,800 sf.
Spaces Required: 1 Spaces/200 sf. - 102 Spaces	Spaces Required: 1 Spaces/200 sf. - 9 Spaces
Spaces provided: 102 Spaces	Spaces provided: 12 Spaces

The applicant is proposing to provide parking spaces according to the retail store parking requirement of 1 space for each 200 square feet of gross floor area, if the proposed tenants seek a more intense parking requirements, it will be the applicants responsibility to demonstrate that adequate parking exists at the time of applying for a zoning permit. ## Sign Requirements: - 15% of the sign area will identify the name or the address of the site - All tenants/occupants shall be uniform in style and color - Lettering height shall be a minimum of 6" Variance Required 6. Do not scale drawings as they pertain to adjacent and surrounding physical conditions, buildings, structures, etc. They are schematic only, except where dimensions are shown. 7. Existing utility information shown herein 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. Where existing utilities are to be crossed by proposed construction, test pits shall be dug by the contractor prior to construction. To ascertain existing inverts, materials, and sizes, test pit information shall be given to the engineer prior to construction to permit adjustment as required to avoid conflicts. 8. The contractor shall notify the undersigned professional immediately if any field or soil conditions encountered differ materially from those represented hereon. Such conditions could render the designs shown hereon inappropriate or ineffective. 9. As per FEMA Panel No. 340375 0030 A dated September 16, 1982. The site is located in Flood Hazard Zone C (area of minimal flooding). 10. The owner, or his representative, is to designate an individual responsible for construction site safety during the course of site improvements pursuant to N.J.A.C. 5:23-2.21 (e) of the N.J. Uniform Construction Code and CFR 1926.32 (f) (OSHA Competent Person). 11. Developer shall obtain a letter of final acceptance from the Ocean County Engineer for the road & drainage Improvements along Van-Hiseville - Whitesville Road prior to the release of any bond or other financial surety posted with the municipality for the completion of said improvement. All existing structures on site shall be removed. 13. All proposed utilities shall be constructed underground. 14. Proposed buildings shall meet all applicable building codes. 15. All fill areas within roadway and under structures to be compacted to a minimum of 95% compaction of Proctor. 16. Ground signs shall be constructed in accordance with the Township of Jackson Ordinance. 17. All proposed lighting shall be constructed in accordance with the Township of Jackson Ordinance. 1B. All on-site lighting to be reflected/deflected away from residential areas and public road right-of-ways. 19. All refuse and recyclable shall be stored within containers maintained within the refuse area. No containers shall be maintained anywhere on-site except in a refuse area. 20. All traffic signs shall conform to the Manual on Uniform Traffic Control Devices. 21. All pavement shall be constructed in accordance with Township of Jackson Ordinance. 22. The storm water management facility proposed on the site will be privately owned and maintained. 23. Reinforced concrete storm sewer with less than two feet (2) of cover shall be Class IV. 24. If required by the Township, the applicant will provide easements around the proposed drainage system for Inspection and maintenance purposes. 25. The developer is required to obtain a Road Opening permit from the Ocean County Engineering Department prior to start of construction of any improvements or soil erosion measures within the County right-of-way. 26. County road improvements must have base pavement course prior to the issuance of Certificate of Occupancies. 27. Alignment and grade for curb and road improvements along VanHiseville-Whitesville Road shall be established by the developer's engineer and approved by the Ocean County Engineer. Stakeout of all curb and road improvements shall be the responsibility of the developer and shall be executed by a licensed New Jersey Professional Land Surveyor. Curb as-built shall be submitted to the Ocean County Engineer prior to any paving operations. Final as-built information shall be supplied on a reproducible medium, will include top and bottom of curb, centerline and quarter crown grades, monuments where applicable, shall be signed and sealed by a licensed New Jersey Professional Land Surveyor and accompanied by a monument certification where applicable. 28. The retail center shall be constructed no larger than 21,000 s.f. 29. Lots 1 & 2 shall remain separate lots but must be held in common ownership. 30. The proposed Gas Station situated on Lot 1 may operate 24 hours a day, seven days a week. This condition amends Resolution 2004-55.

DATE	REVISION	STUART CHALLONER, P.E.				COVER SHEET
		PROFESSIONAL ENGINEER N.J. LIC. NO. 34337				MAJOR SITE PLAN JACKSON CENTER FOR LOTS 1 AND 2 BLOCK 22301 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
08/04/2021	REVISED PER COUNTY ENGINEER COMMENTS	PROFESSIONAL PLANNER N.J. LIC. NO. 4489
05/11/2020	REVISED PER COUNTY ENGINEER COMMENTS
05/28/19	UPDATED SHEET INDEX	CHALLONER & ASSOCIATES
5/15/19	UPDATED SHEET INDEX
4/14/10	UPDATED PER COUNTY REQUEST
02/17/10	REVISED PER SCO REVIEW	CONSULTING ENGINEERS AND DESIGN PROFESSIONALS
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS	215 Main Street, 2nd Floor
02/05/09	REVISED ENTRANCES	Torns River, New Jersey 08753
07/03/08	REVISED PER PINELANDS REQUEST	Phone: 732-818-9980	Fax: 732-818-9981
3/04/08	REVISED PER PINELANDS COMMENTS	Date: MARCH 30, 2007	Scale: AS SHOWN	Drawn By: B.F.G.	Checked By: S.C.C.	File No.: 06015	Field Book: Sheet No.: 1 of 18

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

(A.K.A. SOUTH HOPE CHAPEL ROAD) (COUNTY ROUTE 547, VARIABLE R.O.W. (E.HURST-WHITESVILLE)

COPYRIGHT © 2007, CHALLONER & ASSOC. L.L.C. - ALL RIGHTS RESERVED THE COPYRIGHT OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. L.L.C., PROHIBITED

## GENERAL NOTES 1. Property is known as Block 22301, Lots 1 and 2 as shown on Tax Map Sheet 25 of the Township of Jackson, Ocean County, New Jersey, area of tract consists of 3.36 Acres. 2. Existing utility information shown herein 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. Where existing utilities are to be crossed by proposed construction, test pits shall be dug by the contractor prior to construction. To ascertain existing inverts, materials, and sizes, test pit information shall be given to the engineer prior to construction to permit adjustment as required to avoid conflicts. 4. Benchmark elevation is located on existing Sanitary Manhole, RIm elevation 90.96, within the ROW of County Route 547 located approximately 224 ft. southeast from centerline intersection of County Route 547, elevation per NGVD. 3. As per FEMA Panel No. 340375 0030 A dated September 16, 1982. The site is located in Flood Hazard Zone C (area of minimal flooding). 5. This survey subject to any easement of record NJ Tidelands Claim or other pertinent information which may be disclosed by a title search. 6. Improvements as shown on Block 22301 (Formerly Block 54), Lot 1 are taken from approved plan entitled "Grading and Utility Plan", designed by Chatloner & Magno Engineering, dated 1/22/03. latest revised 3/23/04. Existing utility information shown herein 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. Where existing utilities are to be crossed by proposed construction, test pits shall be dug by the contractor prior to construction. To ascertain existing inverts, materials, and sizes, test pit information shall be given to the engineer prior to construction to permit adjustment as required to avoid conflicts. ## GRAPHic SCALE

(IN FEET) 1 inch = 30 ft.

DATE	REVISION	00/22				EXISTING CONDITIONS PLAN
		EDWIN J. HALE, P.L.S.\nPROFESSIONAL LAND SURVEYOR N.J. LIC. NO. 35842				MAJOR SITE PLAN\nJACKSON CENTER\nFOR\nLOTS 1 AND 2\nBLOCK 22301\nSITUATED IN\nTOWNSHIP OF JACKSON\nOCEAN COUNTY, NEW JERSEY
		CHALLONER & ASSOCIATES\nLL.C. Certificate of Auth. No. 24GA28057700
06/11/2025	PER SOIL CONSERVATION COMMENTS
04/28/2025	PER SOIL CONSERVATION COMMENTS
05/11/2020	REVISED PER COUNTY ENGINEER COMMENTS
05/15/19	UPDATED BOUNDARY SURVEY
04/14/10	REVISED PER COUNTY REQUEST
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS	Date:	Scale:	Drawn By:	Checked By:	File No.:	Field Book:	Sheet No.:
02/05/09	REVISED ENTRANCES	MARCH 30, 2007	1st = 30 #x27;	A.R.W.	S.C.C.	06015		2 of 18

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

COPYRIGHT © 2007, CHALLONER & ASSOC. L.L.C. - ALL RIGHTS RESERVED THE COUPING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. LLC, IS PROHIBITED

## GRAPHIC SCALE 4SWL = 4" SOLID WHITE LINE (IN FEET) 1 inch = 30 ft. ## PRIOR TO ANY EXCAVATION CONTRACTOR TO CALL LEGEND PERVOUS PAVENENT 1-800-272-1000 FOR UTITY MARKOUT ## NOTES Existing utility information shown herein 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. Where existing utilities are to be crossed by proposed construction, test pits shall be dug by the contractor prior to construction. To ascertain existing inverts, materials, and sizes, test pit information shall be given to the engineer prior to construction to permit adjustment as required to avoid conflicts. 1. Improvements as shown on Block 22301 (Formerly Block 54), Lot 1 are taken from approved plan entitled "Grading and Utility Plan", designed by Challoner & Magno Engineering, dated 1/22/03. latest revised 3/23/04. 2. Building address number shall be visible from the road with a minimum height of four inches and a minimum stroke of 1/2 inch.

DATE 08/11/2025	REVISION PER SOIL CONSERVATION COMMENTS	STUART CHALLONER, P.E. PROFESSIONAL ENGINEER N.J. LIC. NO. 34337 PROFESSIONAL PLANNER N.J. LIC. NO. 4489				SITE PLAN ROADWAY IMPROVEMENT PLAN
04/28/2025	PER SOIL CONSERVATION COMMENTS	STUART CHALLONER & CHALLONER & ASSOCIATES Certificate of Auth. No. 24GA28057700 ULTING ENGINEERS AND DESIGN PROFESSIONALS 215 Main Street, 2nd Floor Toma River, New Jersey 08753 Phone: 732-818-9980 Fax: 732-818-9981				MAJOR SITE PLAN JACKSON CENTER FOR LOTS 1 AND 2 BLOCK 223D1 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
01/20/2025	PER SOIL CONSERVATION COMMENTS
04/10/2022	REVISED PER DOLLAR GENERAL REQUIREMENTS
08/04/2021	REVISED PER COUNTY ENGINEER COMMENTS
05/11/2020	REVISED PER COUNTY ENGINEER COMMENTS
05/15/19	ADDED SIDEWALK CONNECTION
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS
02/05/09	REVISED ENTRANCES
07/03/08	REVISED PER PINELANDS REQUEST	Date:	Scale:	Drawn By:	Checked By:	File No.:	Field Book:	Sheet No.: 3 of 18
03/04/08	REVISED PER PINELANDS COMMENTS	MARCH 30, 2007	1"=30"	B.F.G.	S.C.C.	06015

===== PAGE 4 ===== COPYRIGHT © 2007, CHALLONER & ASSOC. L.L.C. - ALL RIGHTS RESERVED THE COPYRIGHT OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. LLC., IS PROHIBITED

## COUNTY MUNICIPALITY: Ocean County 1 Jackson Township ## Soll Log and Interpretations

Log Number #5 Method (Check Cris), Block 72301

XX Profile Pit 2

Bong

Horizon Dr.zh (other)

(inches)

Horizon Description

Elevation 94.8

1	0 - 8	Tossed, sandy corn medium texture, suborganical Rocky, frable, freezer	Freezer, freezer
2	9 - 22	Yellowish Brown (10YR 5/4) sandy loam, redium texture, subangular block, frable
3	22 - 55	Strong Brown, 7 5YR 5/8) sand, medium texture, 13% gravel, single grain, tops
4	55 - 83	Very Pale Brown (10YR 7/4) sand, fine texture, single grain, tops
5	83 - 73	Light Yellowish Brown (10YR 5/4) sand, coarse texture, 20% gravel, single grain, frable
6	73 - 100	Very Pale Brown (10YR 7/4) sand fine texture, single grain, frable
7	100 - 150	Yellowish Brown (10YR 5/4) sand, coarse texture, 20% gravel, single grain, tops
8	150 - 155	Light Brown, 7 5YR 6/4) sand, fine texture, single grain, tops
10	Soil and porcelain fracture (10-20) by and above 10% of the ground
2	All soil colors are described as most unless otherwise noted
3	Ground Water Observations, None
4	Sweep - indicate Depth
5	Pit/Boring Flooded - Depth After - Hours
6	Soil - Mining Zones (Creek Appropriate Categories)
7	Fractured Rock - Depth to Top
8	Massive Rock Substratum - Depth to Top
9	Excessively Coarse Horizon - Depth Top to Bottom
10	Excessively Coarse Horizon - Depth Top to Top
11	Hydroically Restrictive horizon - Depth to Top
12	Hydroically Restrictive horizon - Depth to Bottom
13	Hydroically Restrictive horizon - Depth to Top
14	Porcine Zone of Saturation - Depth Top to Bottom
15	Regional Zone of Saturation - Depth to Top
16	Continued greater than 156°

## Sol Pit performed on February 13, 2007 by Andrew Westmore ## Soll Log and Interpretations

Log Number 6 (old Log 2) Method (Check One): XX Profile Pit Block 54 Lot 1.01

Horizon Depth (niches)

(inches)

Horizon Description

Flev = 30.1

0-4 Very Dark Grainy Brown (10YR,3/2) medium foamy sand, sub-angular block, smooth material, smooth, present block, tooon material, clear as present 4-15 Light Brown Gray (10YR,3/2) loomy sand, red um texture, sub-angular block, made 15-18 Yatown Brown (10YR, S/S) carry sand, medium lekure, sub-angular 15-18 Yatown Brown (10YR, S/S) carry sand, medium lekure, sub-angular block: triacle: 20% gravel 38-192 Brown sh Yellow (10YR, 8) sand, medium texture, single grain loose 102-120 Yellow (3YR 7/6) sand, medium texture, single grain loose, few medium, distinct mottles @ "20" ## Nolas:

1	Sol Pl. described on November 12, 2002 by Andrew Westhaven
2	At soil colors the described as most unless otherwise noted
3	Mary Harbor of the Pineside Commission is assessed the top profiles
3	Ground Water Observations - Home
	Seepage - Indicate Depth
	PW/Boring Flooded - Depth After - Home
4	Soil Limiting Zones (Check Approximate Categories for Fractured Rock - Depth to Top)
	Massive Rock Sucralture - Depth to Top;
	Excessively Coarse Horizon - Depth to Bottom
	Excessively Coarse Substratum - Depth to Top
	Hydraulically Resistive Horizon - Depth Top to Bottom
	Hydraulically Resistive Substratum - Depth to Top;
	Perched Zone of Saturation - Depth Top to Bottom
	Regional Zone of Saturation - Depth to Top; 120° (Elev. 50.1)

## PRIOR TO ANY EXCAVATION, CONTRACTOR TO CAL 1-BOO-272-1000 FOR UTITY MARKOUT Existing utility information shown herein 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. Where existing utilities are to be crossed by proposed construction, test pits shall be dug by the contractor prior to construction. To ascertain existing inverts, materials, and sizes, test pit information shall be given to the engineer prior to construction to permit adjustment as required to avoid conflicts. ## GRAPHIC SCALE

## NOTES

(IN FEET) 1 inch = 30 ft

1. Improvements as shown on Block 22301 (Formerly Block 54), Lot 1 are taken from approved plan entitled "Grading and Utility Plan", designed by Challoner & Magno Engineering, dated 1/22/03, latest revised 3/23/04. 2. Lightweight truss roof signs shall be installed in front of building. 3. All gas and electric meters shall be labeled corresponding to business tenant unit numbers. 4. All ADS pipe to be N-12 dual wall smooth Interior pipe. ## COUNTY/MUNICIPALITY: Ocean County / Jackson Township ## Soil Log and Interpretations

Log Number #1	Method: (Check One):	XX Profile Pit	Boring Block
Block 22301	Lot	2

Horizon Depth

Horizon Depth (inches)	Horizon Description	Elevation 84.5
0 - 2	Tassoil (Frozen)
2 - 19	Strong Brown (7.5YR 4/6) loamy sand, medium texture, subangular blocky, friable
18 - 90	Strong Brown (7.5YR 5/6) sand, medium texture, single grain loose
90 - 108	Light Reddish Brown (5YR 6/3) sand, medium texture, single grain, loose, d.y.

## Noles

1	Soil Pit performed on February 13, 2007 by Andrew Westhoven
2	All soil colors are described as moist unless otherwise noted.
3	Ground Water Observations: None
	Seepage - indicate Depth*
	Pit/Boring Flooded - Depth After ______ Hours
4	Soil Limiting Zones (Check Appropriate Categories)
	Fractured Rock - Depth to Top.
	Massive Rock Substratum - Depth to Top.
	Excessively Coarse Horizon - Depth Top to Bottom.
	Excessively Coarse Substratum - Depth to Top.
	Hydraulically Restrictive Horizon - Depth Top to Bottom.
	Hydraulically Restrictive Substratum - Depth to Top.
	Perched Zone of Saturation - Depth Top to Bottom.
	Regional Zone of Saturation - Depth to Top.

## SHMT Not encountered, greater than 108 COUNTY/MUNICIPALITY: Ocean County \ Jackson Township Soil Log and Interpretations

Log Number #2 Block 22301

Method: (Check One): XX Profile Pit 2 Borng Lot 2

Horizon Depth

Horizon Description		Elevation 83.8
(inches)
0 - 7	Tossoil, sandy loam, medium texture, subangular block, friable (Frozen)
7 - 17	Brown (1CYR 4/3) sandy loam, medium texture, subangular block, friable
17 - 40	Yellowish Brown (10YR 5/4) sandy loam, medium texture, 5% gravel, subangular block, friable
40 - 72	Yellowish Brown (10YR 5/8) sand, medium texture, 15% gravel, single grain, loose
72 - 108	Brownish Yellow (10YR 6/6) sand, medium texture, single grain, few, fine faint mottles @ 82*
108 - 132	Brownish Yellow (10YR 6/6) sand, medium texture, 10% gravel, single grain, loose, dry
Notes:
1.	Soil Pil performed on February 13, 2007 by Andrew Westhoven
2.	All soil colors are described as moist unless otherwise noted.
3.	Ground Water Observations: None
	Seapage - Indicate Depth:
	Pit/Boring Flooded - Depth After ______ Hours
4.	Soil Limting Zones (Check Appropriate Categories)
	Fractured Rock - Depth to Top:
	Massive Rock Substratum - Depth to Top:
	Excessively Coarse Horizon - Depth Top to Bottom:
	Excessively Coarse Substratum - Depth to Top:
	Hydraulically Restrictive Horizon - Depth Top to Bottom:
	Hydraulically Restrictive Substratum - Depth to Top:
	Parched Zone of Saturation - Depth Top to Bottom:
	Regional Zone of Saturation - Depth to Top: 82* (Elev. 77.0)

## SHWT Estimated @ 77 0' COUNTY/MUNICIPALITY: Ocean County \ Jackson Township ## Soil Log and Interpretations

Log Number #3 Method: (Check One): Block 22301

XXX Profile Pit 2Boring

Horizon Depth (inches)	Horizon Description	Elevation 89.0
0 - 6	Topsol, Frozen
6 - 26	Yellowish Brown (10YR 5/4) sandy foam, medium texture, subangular block, friable
26 - 59	Light Yellowish Brown (10YR 6/4) sand, coarse texture, 30% gravel, single grain, loose
59 - 79	Light Yellowish Brown (10YR 6/4) sand, medium texture, single grain, loose
79 - 144	Light Brown (7.5YR 6/4) sand, medium texture, single grain, friable
Notes: 1. Soil Pit performed on February 13, 2007 by Andrew Westthoven 2. All soil colors are described as most unless otherwise noted 3. Ground Water Observations: None Seepage - Indicate Depth: Pit/Boring Flooded - Depth After - Hours 4. Soil Limiting Zones (Check Appropriate Categories) Fractured Rock - Depth to Top: Massive Rock Substratum - Depth to Top: Excessively Coarse Horizon - Depth Top to Bottom: Excessively Coarse Substratum - Depth to Top: Hydraulically Restrictive Horizon - Depth Top to Bottom: Hydraulically Restrictive Substratum - Depth to Top: Perched Zone of Saturation - Depth Top to Bottom: Regional Zone of Saturation - Depth to Top:

### SHWT Not encountered. greater than 144 COUNTY/MUNICIPALITY: Ocean County: Jackson Township ## Soil Log and Interpretations

Log Number #4 Method (Check One)	XX Profile Pit	Boring
Block 22301	Lot 2

Horizon Depth (inches)

Honzon Description

Elevation

90.0

(Notes)	Position Description	Elevation (m)
	0 - 2	Topsoil, sandy loam, medium texture, subangular blocky, frable, frozen
	2 - 12	Yellowish Brown (10YR 5/4) sandy loam, medium texture, subangular blocky, frable
	12 - 42	Light Yellowish Brown (10YR 6/4) loamy sand, medium texture, subangular blocky, frable
	42 - 77	Yellowish Brown (10YR 5/6) sand, coarse texture, 25% grave, single grain, loose
	77 - 110	Reddish Yellow (7.5YR 7/8) sand, fine texture, single grain, loose
	110 - 156	Light Brown (7.5YR 6/4) sand, fine texture, single grain, loose
Notes:
1.	Soil Pit performed on February 13, 2007 by Andrew Westhoven
2.	All soil colors are described as most unless otherwise noted.
3.	Ground Water Observations: None
	Seesage - Indicate Depth
	Pit/Boring Flooded - Depth After ______ Hours
4.	Soil Limiting Zones (Check Appropriate Categories) Fractured Rock - Depth to Too.
	Massive Rock Substratum - Depth to Top
	Excessively Coarse Horizon - Depth Top to Bottom
	Excessively Coarse Substratum - Depth to Top:
	Hydraulically Restrictive Horizon - Depth Top to Bottom:
	Hydraulically Restrictive Substratum - Depth to Top:
	Perched Zone of Saturation - Depth Top to Bottom:
	Regional Zone of Saturation - Depth to Top:

SHWT Not encountered, greater than 156

DATE	REVISION	GRADING & UTILITY PLAN ROADWAY IMPROVEMENT PLAN
		STUART CHALLONER, P.E.				JACKSON CENTER
		PROFESSIONAL ENGINEER N.J. LIC. NO. 34337
09/05/2023	PER SOIL CONSERVATION COMMENTS	PROFESSIONAL PLANNER N.J. LIC. NO. 4489				LOTS 1 AND 2
04/10/2022	REVISED PER DOLLAR GENERAL REQUIREMENTS	CHALLONER & ASSOCIATES				BLOCK 22301
08/04/2021	REVISED PER COUNTY ENGINEER COMMENTS	L.L.C. Certificate of Auth. No. 24GA28057700				SITUATED IN
05/11/2020	REVISED PER COUNTY ENGINEER COMMENTS	CONSULTING ENGINEERS AND DESIGN PROFESSIONALS				TOWNSHIP OF JACKSON
05/15/19	ADDED SIDEWALK REVISION	215 Main Street, 2nd Floor				OCEAN COUNTY,
04/14/10	REVISED PER COUNTY ENGINEER COMMENTS	Toms River, New Jersey 08753
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS	Phone: 732-818-9980 Fax: 732-818-9981
02/05/09	REVISED ENTRANCES	Date: MARCH 30, 2007	Scale: 1st = 30 #x27; #x27;	Drawn By: A.R.W.	Checked By: A.R.W.	File No.: 06015	Field Book:	Sheet No.: 4 of 18
07/03/08	REVISED PER PINELANDS REQUEST
03/04/08	REVISED PER PINELANDS COMMENTS

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

	PLANT LIST
KEY	BOTANICAL NAME	COMMON NAME	PLANTER'S HT.	QTY.	REMARKS	MATURE HT.
AAB	ARONIA ARBUTIFOLIA BRILLANTISSIMA	RED CHOKEBERRY	18"-24" HT	62	B&8	6'-10' HT
AC	ABIES CONCOLOR	WHITE FIR	5' HT.	3	B&B	50'-70' HT.
AR	ACER RUBRUM	RED MAPLE	2-2.5" Cal	10	B&B	40'-60' HT
CFR	CORNUS FLORIDA RUBRA	PINK FLOWERING DOGWOOD	6'-8' HT	5	B&B	15'-25' HT
CV	COREOPSIS VERTICILLATA MOONBEAM	MOONBEAM COREOPSIS	12"-15" HT	121	#2 CAN	1'-2' HT
EP	ECHINACEA PURPUREA	PURPLE CONEFLOWER	12"-15" HT	122	#2 CAN	2'-3' HT
HU	HOSTA UNDULATA	GREEN-WHITE HOSTA	10"	145	#1 CAN	18"
RMR	RHODODENDRON MAXIMUM ROSEUM	MAXIMUM ROSEUM RHODODENDRON	3'-4' HT	30	B&B	8'-12' HT
TOW	THUJA OCCIDENTALIS WOODWARDI	GLOBE ARBORVITAE	12"-15" HT	70	B&B	4'-5' HT
LA	LIGUSTRUM AMURENSIS	AMUR RIVER PRIVET HEDGE	36" HT	131	B&B	12-15' HT
VW	VARIEGATED WEIGELA	WEIGELA FLORIDA VAREIGATA	2' HT	10	B&B	4'-6' HT
BS	JUNIPERUS SQUAMATA	DWARF JAPANESE HOLLY	18"-24" HT	41	#2 CAN	2'-3' HT
IH	ILEX CRENATA HELLERI	BLUE STAR JUNIPER	10"	8	#2 CAN	1 1/2' HT
IGC	ILEX GLABRA COMPACTA	COMPACT INKBERRY	15"-18" HT.	15	#2 CAN	3'-4' HT
PS	PINUS STROBUS	WHITE PINE	2-2.5" Cal	4	B&B	80'-110' HT

COPYRIGHT © 2007, CHALLONER & ASSOC. L.L.C.—ALL RIGHTS RESERVED THE COYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. L.L.C., IS PROHIBITED AAB AR CFR CV EP HU RMR TOW AC LA VW BS IH IGC PS ## NOTE

All proposed landscaping shall be irrigated.

DETAIL: PLANTINGS

## NOTE ments as s m on Block 22301 (Formerly Block 54), Lot 1 are taken from approved plan entitled

PRIOR TO ANY EXCAVATION, CONTRACTOR TO CALL 1-800-272-1000 FOR UTILITY MARKOUT.

Grading and Utility Plan*, designed by Challoner & Magno Engineering, dated 1/22/03. latest revised 3/23/04. Existing utility information shown herein 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. Where existing utilities are to be crossed by proposed construction, test pits shall be dug by the contractor prior to construction. To ascertain existing inverts, materials, and sizes, test pit information shall be given to the engineer prior to construction to permit adjustment as required to avoid conflicts. THIS PLAN TO BE USED FOR LANDSCAPING PURPOSES ONLY.

DATE	REVISION	STUART CHALLONER, P.E.				LANDSCAPING PLAN
		PROFESSIONAL ENGINEER N.J. LIC. NO. 34337\nPROFESSIONAL PLANNER N.J. LIC. NO. 4489				MAJOR SITE PLAN\nJACKSON CENTER\nFOR\nLOTS 1 AND 2\nBLOCK 22301\nSITUATED IN\nTOWNSHIP OF JACKSON\nOCEAN COUNTY, NEW JERSEY
		CHALLONER & ASSOCIATES\nL.L.C. Certificate of Auth. No. 24GA28057700
		CONSULTING ENGINEERS AND DESIGN PROFESSIONALS\n215 Main Street, 2nd Floor\nTorns River, New Jersey 08753
04/28/2025	PER SOIL CONSERVATION COMMENTS	Phone: 732-818-9980 Fax: 732-818-9981
04/10/2022	REVISED PER DOLLAR GENERAL REQUIREMENTS
05/11/2020	REVISED PER COUNTY ENGINEER COMMENTS	Date: MARCH 30, 2007	Scale: 1 = 30 #x27;	Drawn By: B.F.G.	Checked By: ARW	File No.: 06015	Field Book: Sheet No.: 5 of 18
02/05/09	REVISED ENTRANCES

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

COPYRIGHT © 2007, CHALLONER & ASSOC. L.L.C.—ALL RIGHTS RESERVED THE COMPANY OR RELEASE OF THIS DOCUMENT. OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. LLC., IS PROHIBITED

LIGHT TYPE	TOTAL
150 WATT HPS CUTOFF FORWARD THROW 15' HT W/ HOUSE SIDE SHIELD	9
175 WATT MH CUTOFF FORWARD THROW 20' HT W/ HOUSE SIDE SHIELD	12

THIS PLAN TO BE USED FOR LIGHTING PURPOSES ONLY. ALL PARKING AREAS HAVE BEEN DESIGNED WITH A MINIMUM AVERAGE OF 0.5 FT CANDLES PRIOR TO ANY EXCAVATION, CONTRACTOR TO CALL 1-800-272-1000 FOR UTILITY MARKOUT. ( D N PEET ) inch = 30 ft. GRAPHic SCALE

## NOTE 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. Where existing utilities are to be crossed by proposed construction, test pits shall be dug by the contractor prior to construction. To ascertain existing inverts, materials, and sizes, test pit information shall be given to the engineer prior to construction to permit adjustment as required to avoid conflicts. Improvements as shown on Block 22301 (Formerly Block 54), Lot 1 are taken from approved plan entitled "Grading and Utility Plan", designed by Challoner & Magno Engineering, dated 1/22/03, latest revised 3/23/04.

DATE	REVISION	A	LIGHTING PLAN
		STUART CHALLONER, P.E.		MAJOR SITE PLAN JACKSON CENTER FOR LOTS 1 AND 2 BLOCK 22301 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
		PROFESSIONAL ENGINEER N.J. LLC. NO. 34397 PROFESSIONAL PLANNER N.J. LLC. NO. 4489
		[F2] CHALLONER & ASSOCIATES
04/28/2025	PER SOIL CONSERVATION COMMENTS	L.L.C. Certificate of Auth. No. 24CA28057700
04/10/2022	REVISED PER DOLLAR GENERAL REQUIREMENTS
08/04/2021	REVISED PER COUNTY ENGINEER COMMENTS
05/11/2020	REVISED PER COUNTY ENGINEER COMMENTS	CONSULTING ENGINEERS AND DESIGN PROFESSIONALS
05/15/19	ADDED SIDEWALK CONNECTION	215 Main Street, 2nd Floor
04/14/10	REVISED PER COUNTY ENGINEER COMMENTS	Torns River, New Jersey 08753 Phone: 732-818-9980 Fax: 732-818-9981
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS	Date:	Scale: Drawn By:	Checked By:	File No.: Field Book:	Sheet No.: 6 of 18
02/05/09	REVISED ENTRANCES	SEPT. 4, 2008	1"=30'	ARW	ARW 06015	Sheet No.: 6 of 18

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

COPYRIGHT © 2007, CHALLONER & ASSOC. L.L.C.—ALL RIGHTS RESERVED THE COPYRIGHT OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. L.L.C., IS PROHIBITED

PARTY RESPONSIBLE FOR MAINTENANCE OF PERMANENT EROSION AND SEDIMENT CONTROL MEASURES. 330 WHITESVILLE ROAD LLC ## GRAPHic SCALE ENGLISHTOWN, NJ 07726 79 ROUTE 520

## NOTE

PRIOR TO ANY EXCAVATION, CONTRACTOR TO CALL 1-800-272-1000 FOR UTILITY MARKOUT.

Improvements as shown on Block 22301 (Formerly Block 54), Lot 1 are taken from approved plan entitled "Grading and Utility Plan", designed by Challoner & Magno Engineering, dated 1/22/03. latest revised 3/23/04. (IN FEET) 1 inch = 30 ft.

Existing utility information shown herein 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. Where existing utilities are to be crossed by proposed construction, test pits shall be dug by the contractor prior to construction. To ascertain existing inverts, materials, and sizes, test pit information shall be given to the engineer prior to construction to permit adjustment as required to avoid conflicts.

THIS PLAN TO BE USED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.

DATE	REVISION

06/11/2025	PER SOIL CONSERVATION COMMENTS
04/28/2025	PER SOIL CONSERVATION COMMENTS
12/01/2023	PER SOIL CONSERVATION COMMENTS

DATE	REVISION	STUART CHALLONER, P.E.				SOIL EROSION & SEDIMENT CONTROL PLAN
		PROFESSIONAL ENGINEER N.J. LIC. NO. 34337				MAJOR SITE PLAN
09/05/2023	PER SOIL CONSERVATION COMMENTS	PROFESSIONAL PLANNER N.J. LIC. NO. 4489				JACKSON CENTER FOR
04/10/2022	REVISED PER DOLLAR GENERAL REQUIREMENTS	CHALLONER & ASSOCIATES				LOTS 1 AND 2 BLOCK 22301 SITUATED IN
08/04/2021	REVISED PER COUNTY ENGINEER COMMENTS	L.L.C. Certificate of Auth. No. 24GA28057700				TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
05/11/2020	REVISED PER COUNTY ENGINEER COMMENTS
05/15/19	ADDED SIDEWALK CONNECTION	CONSULTING ENGINEERS AND DESIGN PROFESSIONALS
04/14/10	REVISED PER COUNTY ENGINEER COMMENTS	215 Main Street, 2nd Floor Tama River, New Jersey 08753
02/17/10	REVISED PER SCD REVIEW	Phone: 732-818-9980 Fax: 732-818-9981
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS
02/05/09	REVISED ENTRANCES	Date:	Scale:	Drawn By:	Checked By:	File No.:	Field Book:
03/04/08	REVISED PER PINELANDS COMMENTS	MARCH 30, 2007	1"=30'	B.F.G.	S.C.C.	06015	Sheet No.: 7 of 18

===== PAGE 8 =====

COPYRIGHT © 2007, CHALLONER & ASSOC. L.L.C.—ALL RIGHTS RESERVED THE COPTING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGNALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. L.L.C., IS PROHIBITED

CB #9 TO STORM MH #14 1"=30' HORIZONTAL 1"=3' VERTICAL

SCALE: 1circ = 30circ HORIZONTAL 1circ = 3circ VERTICAL SCALE: 1/1 = 3' HORIZONTAL

DATE	REVISION	PROFILES
		STUART CHALLONER, P.E.				MAJOR SITE PLAN JACKSON CENTER FOR LOTS 1 AND 2 BLOCK 22301 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
		PROFESSIONAL ENGINEER N.J. L.C. NO. 34337 PROFESSIONAL PLANNER N.J. L.C. NO. 4480
		CHALLONER & ASSOCIATES

06/11/2025	PER SOIL CONSERVATION COMMENTS	L.L.C. Certificate of Auth. No. 24GA28057700
04/28/2025	PER SOIL CONSERVATION COMMENTS	ULTING ENGINEERS AND DESIGN PROFESSIONALS
04/14/10	REVISED PER COUNTY ENGINEER COMMENTS	215 Main Street, 2nd Floor
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS	Toma River, New Jersey 08753
02/05/09	REVISED ENTRANCES	Phone: 732-818-9980 Fax: 732-818-9981				File No.: 08015	Field Book:	Sheet No.: 8 of 18
03/04/08	REVISED PER PINELANDS COMMENTS	Date: MARCH 30, 2007	Scale: AS SHOWN	Drawn By: B.F.G.	Checked By: S.C.C.

===== PAGE 9 =====

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

GRAPHic SCALE

(IN FEKT) 1 inch = 6 ft.

DATE	REVISION	ROAD CROSS SECTIONS
DATE	REVISION	STUART CHALLONER, P.E.
		PROFESSIONAL ENGINEER N.J. L.G. NO. 34337					MAJOR SITE PLAN JACKSON CENTER FOR LOTS 1 AND 2 BLOCK 22301 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
		PROFESSIONAL PLANNER N.J. L.G. NO. 4489
		CHALLONER & ASSOCIATES
		LL.C. Certificate of Auth. No. 24GA28057700
		CONSULTING ENGINEERS AND DESIGN PROFESSIONALS
04/28/2025	PER SOIL CONSERVATION COMMENTS	215 Main Street, 2nd Floor
08/04/2021	REVISED PER COUNTY ENGINEER COMMENTS	Toma River, New Jersey 08753
05/11/2020	REVISED PER COUNTY ENGINEER COMMENTS	Phone: 732-818-9980 Fax: 732-818-9981
04/14/10	REVISED PER COUNTY ENGINEER COMMENTS	Date:	Scale:	Drawn By:	Checked By:	File No.:	Field Book:	Sheet No.: 10 of 18
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS	FEBUARY 5, 2009	1"=5"	B.F.G.	A.R.W.	08015

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

COPYRIGHT © 2007, CHALLONER & ASSOC. L.L.C. - ALL RIGHTS RESERVED THE COMPANY OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. L.L.C., IS PROHIBITED

TREES SHOWN IN TREE SAVE AREA ARE LOCATED ON APPLICANT'S PROPERTY. ANY EXISTING TREES ON ADJACENT PROPERTY ARE NOT COUNTED TOWARD LANDSCAPING AND SCREENING REQUIREMENTS. REE TO BE REMOVED THIS PLAN TO BE USED FOR TREE REMOVAL PURPOSES ONLY. GRAPHIC SCALE

(IN F2) 1 ln b = 30 ft.

Box Elder (Ash)
Cherry
	Dogwood
O	Fir
	Holly
S	Honey Locust
S	Maple
S	Oak
S	Sassafrass
White Pine

DATE	REVISION	STUART CHALLONER, P.E.\nPROFESSIONAL ENGINEER N.J. LIC. NO. 34337\nPROFESSIONAL PLANNER N.J. LIC. NO. 4459				TREE REMOVAL PLAN
						MAJOR SITE PLAN\nJACKSON CENTER\nFOR\nLOTS 1 AND LOT 2\nBLOCK 22301\nSITUATED IN\nTOWNSHIP OF JACKSON\nOCEAN COUNTY, NEW JERSEY
		CHALLONER & ASSOCIATES\nL.L.C. Certificate of Auth. No. 24GA28057700
04/28/2025	PER SOIL CONSERVATION COMMENTS
05/11/2020	REVISED PER COUNTY ENGINEER COMMENTS	CONSULTING ENGINEERS AND DESIGN PROFESSIONALS\n215 Main Street, 2nd Floor\nToms River, New Jersey 08753
05/15/19	UPDATED SIDEWALK CONNECTION
04/14/10	REVISED PER COUNTY ENGINEER COMMENTS	Phone: 732-818-9980 Fox: 732-818-9981
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS	Date: March 30, 2007	Scale: 1^ = 30 #x27;	Drawn By: B.F.G.	Checked By: S.C.C.	File No.: 08015	Field Book: Sheet No.: 11 of 18
02/05/09	REVISED ENTRANCES

===== PAGE 12 =====

COPYRIGHT © 2007, CHALLONER & ASSOC. L.L.C. - ALL RIGHTS RESERVED THE COPTING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. L.L.C., IS PROHIBITED

DATE	REVISION	STUART CHALLONER, P.E. PROFESSIONAL ENGINEER N.J. LIC. NO. 34337 PROFESSIONAL PLANNER N.J. LIC. NO. 4489				CIRCULATION PLAN
						MAJOR SITE PLAN JACKSON CENTER FOR LOTS 1 AND 2 BLOCK 22301 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
		CHALLONER & ASSOCIATES LL.C. Certificate of Auth. No. 24GA2B057700
04/28/2025	PER SOIL CONSERVATION COMMENTS
04/10/2022	REVISED PER DOLLAR GENERAL REQUIREMENTS	CONSULTING ENGINEERS AND DESIGN PROFESSIONALS 215 Main Street, 2nd Floor Toms River, New Jersey 08753 Phone: 732-818-9980 Fax: 732-818-9981
08/04/2021	REVISED PER COUNTY ENGINEER COMMENTS
05/11/2020	REVISED PER COUNTY ENGINEER COMMENTS
05/15/19	UPDATED SIDEWALK CONNECTION	Date:	Scale:	Drawn By:	Checked By:	File No.:	Field Book:
04/14/10	REVISED PER COUNTY ENGINEER	AUGUST 20, 2009	1"=30'	B.F.G.	S.C.C.	06015	Sheet No.: 12 of 18

===== PAGE 13 ===== DRIVEWAY BACK PLATE NOTE: FOR ALL B-INLETS THAT ARE LOCATED WITHIN DRIVEWAYS, A DRIVEWAY BACK PLATE SHALL BE UTILIZED IN LIEU OF THE STANDARD BACK PLATE, SEE THE INSERT BELOW. A DRIVEWAY ACCESS BACK PLATES ARE AVAILABLE FOR ANY OF THE FOLLOWING LISTED PATTERN NUMBERS: 2500, 2501, 2510, 2511, 2540, 2541, 2522, 2523, 2533, 2547, 2548, 2594, 2617. 2618, 2632, 2633, 2694, 2810, AND 2818. PLEASE VERIFY WITH MANU. FOR ANY AND ALL UPDATES. PLAN GENERAL NOTES 1. FOOTING TO BE N.J.D.O.T. CLASS "B" CONC. (2500) 2. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE THE OUTSIDE WALL SHALL BE PLASTERED WITH 1/2" THICK CEMENT PLASTER 3. FRAME AND GRATE TO BE NO. 2818 AS MANUFACTURED BY CAMPBELL FOUNDRY CO., OR EQUAL CURB PIECE TYPE N-ECO 4. PROVIDE 7/8" DIA. ALUMINUM LADDER RUNGS, 12" O.C. 5. ALL STORM SEWER PIPE SHALL HAVE A 6" STONE BEDDING TO 1/2 DIAMETER OF PIPE. 6. INLETS O' TO B' DEEP SHALL BE SINGLE WALL CONSTRUCTION (8"), INLETS B' TO 12' DEEP SHALL BE DOUBLE WALL CONSTRUCTION (12"). 7. WHERE INLET DEPTH IS 4' OR GREATER, OR IF PIPE SIZE IS 24" OR GREATER, A INLET SAFETY BAR SHALL BE PROVIDED. SECTION A-A SECTION B-R

GENERAL NOTES

1. THE FOLLOWING SHALL BE USED: FOOTER CONCRETE --- CLASS B (N.DDT) INVERT CONCRETE --- CLASS C (N.DDT) 2. INVERTS TO BE ELIMINATED IN BOTTOMS OF TERMINAL STRUCTURES. BOTTOMS SHALL BE DISHED AND SLOPED TOWARD THE OUTLET PIPE AT A RATE OF 2-INCHES PER FOOT. 3. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH 1/2-INCH COAT OF 1:2 CEMENT SAND MORTAR. 4. ALL PRE-CAST STRUCTURES ARE TO RECEVE BITUMASTIC TAR COAT OUTSIDE ONLY. 5. PROVIDE 7/8-INCH DIAMETER LADDER RUNGS AT 12-INCHES CENTER TO CENTER STEPS TO FACE TRAFFIC FLOW. 6. ALL STORM SEWER PIPE TO HAVE A 6-INCH STONE BED UP TO 1/2 PIPE DIAMETER. 7. ALL FRAME AND GRATES SHALL BE BICYCLE SAFE AND CONFORM TO CAMPBELL #2818

[F24]	STORMFILTER DESIGN TABLE	[F66]
• THE 8 × 6 STORMFILTER TREATMENT CAPACITY VARIES BY NUMBER OF FILTER CARTRIDGES INSTALLED AND BY REGION SPECIFIC INTERNAL FLOW CONTROLS. CONVEYANCE CAPACITY IS RATED AT : 18FS.\n• THE STANDARD CONFIGURATION IS SHOWN. ACTUAL CONFIGURATION OF THE SPECIFIED STRUCTURE(S) PER CIVIL ENGINEER WILL BE SHOWN ON SUBVITIAL DRAWING(S).\n• ALL PARTS PROVIDED AND INTERNAL ASSEMBLY BY CONTECH STORMWATER SOLUTIONS UNLESS OTHERWISE NOTED.
CARTRIDGE HEIGHT	18"
SYSTEM HYDRAULIC DROP(H - REQ'D. MIN.)	2.3'
TREATMENT BY MEDIA SURFACE AREA	2 gpm1
CARTRIDGE FLOW RATE (gpm)	15

日 SECTION A-A "B" INLET #15 AND #16 SECTION "B-B" N.T.S.

GENERAL NOTES

1. IN LET AND OUTLET PIPING SHALL BE SPECIFIED BY SITE CIVIL ENGINEER (SEE PLANS) AND PROVIDED BY CONTRACTOR. STORMFILTER IS PROVIDED WITH OPENINGS AT INLET AND OUTLET LOCATIONS.

2. IF THE PEAK_FLOW RATE, AS DETERV_NED BY THE SITE CIVIL ENGINEER, EXCEEDS THE PEAK HYDRAULIC CAPACITY OF THE PRODUCT, AN UPSTREAM BYPASS STRUCTURE S REQUIRED. PLEASE CONTACT CONTECH STORMWATER SOLUTIONS FOR OPTIONS.

3. THE FILTER CARTRIDGE(S) ARE SIPHON-ACTUATED AND SELF-CLEANING. THE STANDARD DETAIL DRAWING SHOWS THE MAXIMUM NUMBER OF CARTRIDGES. THE ACTUAL NUMBER SHALL BE SPECIFIED BY THE SITE CIVIL ENGINEER ON SITE PLANS OR IN DATA TABLE BELOW. PRECAST STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C957 AND C658.

4. SEE STORMFILTER DESIGN TABLE FOR REQUIRED HYDRAULIC DROP. FOR SHALLOW, LOW DROP OR SPECIAL DESIGN CONSTRAINTS. CONTACT CONTECH STORMWATER SOLUTIONS FOR DESIGN OPTIONS.

5. ALL WATER QUALITY PRODUCTS REQUIRE PERIODIC MAINTENANCE AS OUTLINED IN THE OEM GUIDELINES. PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS.

6. STRUCTURE AND ACCESS COVERS TO MEET ASHTO F-20 LOAD RATING.

7. THE STRUCTURE THICKNESSES SHOWN ARE FOR REPRESENTAT ONAL PURPOSES AND VARY REGIONALLY.

8. ANY BACKFILL DEPTH, SUB-BASE, AND OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY SITE CIVIL ENGINEER.

9. STANDARD CARTRIDGE HEIGHT IS 27" (SHOWN). CARTRIDGE HEIGHT AND ASSOCIATED DESIGN PARAMETERS PER STORMFILTER DESIGN TABLE.

10 STORMFILTER BY CONTECH STORMWATER SOLUTIONS: (800) 925-5240.

IF PRECAST FLUSH WITH WALL — & BASE OR FOOTING EXTENSION ORIFICE PLATE

SECTION B—B

STANDARD DETAIL-TYPE "E" INLET N.T.S. OUTLET STRUCTURE DETAIL #18 N.T.S.

CURB PIECE TYPE N - Eco

NOTED: ALL MUMBERS REPRESENT NICKEN ULLING OTHERWISE SPECIFIED. MEOR OR WATTAGS TO THE ABOVE OMEENING ARE ACCEPTABLE WITH THE EXCEPTION OF THE BOARD CHANGER DEMERCO 1. MATERIAL: GRAY CAST IRON A.S.T.M. A48-B3, CLASS J08; 2. IN: YOFT SITUATIONS THIS CURB PLACE (HEAD) WILL FIT EXISTING CAMPBELL FOUNDARY CO. MANUFACTURED CURB INLETS FOR N.L.D.G.T. TYPES B, B-1, B-2, D, D-1 AND D-2; 3. NAMEPLATE MESSAGE CAN BE MODIFIED TO YOUR SPECIFIC NEEDS WITHIN AREA SHOWN; 4. CASTINGS SUPPLIED WITHOUT SURFACE COATING. ECO DESIGNED CATCH BASIN DETAIL

BASIN ACCESS DRIVE N.T.S.

SECTION A - A ； OMITTED FOR CLARITY GENERAL NOTES 1. FOOTER TO BE NJD CLASS "B" CONCRETE. 2. INVERT TO BE CLASS "B" CONCRETE. 3. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH 1/2" THICK CEMENT PLASTER. 4. FRAME AND GRATE TO BE NO. 2816 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. OR EQUAL. 5. PROVIDE 3/4" DIA. WILL LADDER RUNGS, 12" O.C. WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH AT 8'-0" MEASURED FROM THE INLET GUTTER TO INVERT, SHALL BE 12" THICK. THE FOUNDATION DIMENSION SHALL BE INCREASED 12" IN WOTH AND TO 12" IN DEPTH. ORIFICE PLATE (1) To avoid sedimentation that may result in clogging and reduction of infiltration capability and to maintain maximum soil infiltration capacity, the construction of stormwater infiltration basins shall be managed in accordance with the following standards: a. For engineering reasons, temporary stormwater management facilities and sediment basins cannot be constructed on the parcel in accordance with (a) 6(v)(5)(A), the stormwater infiltration basin may be placed into operation prior to the complete stabilization of its drainage area provided that the basin's bottom during this period is constructed at a depth at least two feet higher than its final design elevation. When the drainage area has been completely stabilized, all accumulated sediment shall be removed from the infiltration basin, which shall then be excavated to its final design elevation. b. To avoid compacting an infiltration basin's subgrade soils, no heavy equipment such as backhoes, dump trucks or bulldozers shall be permitted to operate within the footprint of the stormwater infiltration basin. All excavation required to construct a stormwater infiltration basin shall be performed by equipment placed outside the basin. If this is not possible, the soils within the excavated area shall be renovated and filled after construction is completed. Earthwork associated with stormwater infiltration basin construction, including excavation, grading, cutting or filling, shall not be performed when soil moisture content is above the lower plastic limit. Methods to keep from compacting areas on the proposed site area as follows: During the sites construction, construction areas, access roads and material and equipment storage areas shall be minimized to specific areas as directed by developer. Light weight, rubber-lired construction equipment shall be used whenever possible, with the movements limited to areas of the proposed roadways. Placement of salt fence to ensure limit of disturbance. In all areas where severe compaction occurs, the surface shall be scanified 6 to 12 inches below surface before topsoil and seeding is to take place. As-built requirements:

SECTION E

(1) After all construction activities have been completed on the parcel and finished grade has been established in the infiltration basin, replicate post-development field permeability tests shall be conducted to determine if as-built soil permeability rates are consistent with design permeability rates. The results of such tests shall be submitted to the municipal engineer, if the results of the post-development field permeability tests fall to achieve the minimum required design permeability rate, utilizing a factor of safety of two, the infiltration basin shall be renovated and re-tested until such minimum required permeability rates are achieved; and (2) After all construction activities and required field testing have been completed on the parcel, as-built plans, including as-built elevations of all stormwater management measures shall be submitted to the municipal engineer. Based upon the municipal engineer's review of the as-built plans, all connections or remedial arbores deemed by the municipal engineer to be necessary due to the failure to comply with design standards and/or for any reason concerning public health or safety, shall be completed by the applicant. In lieu of review by the municipal engineer, the municipality may engage a licensed professional engineer to review the as-built plans and change the applicant for all costs associated with such review.

DOUBLE 'B' INLET DETAIL <#9>

GENERAL NOTES

NOT TO SCALE

FOUNDATION AND INVERT TO BE CONSTRUCTED IN TWO STAGES

ITEM	DIMENSION A	PIPE SIZES
* MANHOLES	4'–0"	RCP	CORR. PLASTIC
* MANHOLES 5'–0" DIA.	5'–0"	<30"	<36"
* MANHOLES 6'–0" DIA.	6'–0"	36"–42"	42"–48"
* MANHOLES 6"–0" DIA.	6'–0"	42"–54"	54"–60"

BEFORE ORDERING STRUCTURES FOR CONSTRUCTION, REQUIRED OPENING SIZE SHALL BE CONFIRMED BY THE PIPE MANUFACTURER.

SITE SPECIFIC DATA REQUIREMENTS
STRUCTURE ID			6x8 SF
WATER QUALITY FLOW RATE (c/s)			0.36
PEAK FLOW RATE (c/s)			0.36
RETURN PERIOD OF PEAK FLOW (ms)			WQ Storm
# OF CARTRIDGES REQUIRED			11
CARTRIDGE FLOW RATE			15
VEO'A TYPE (CSF, PERLTE, 2PG)			Perlite
PIPE DATA:	I.E.	MATERIAL	DIAMETER
INLET PIPE #1	82.93	HDPE	i2
INLET PIPE #2
OUTLET PIPE	80.23	HDPE	i2
UPSTREAM RIM ELEVATION			88.70
CENTER RIM ELEVATION
DOWNSTREAM RIM ELEVATION
ANTI-FLOTATION BALLAST		WQTH	HEIGHT

NOTES/SPECIAL REQUIREMENTS:
* PER SITE C/VIL ENGINEER

N.T.S. ## STANDARD DRAINAGE MANHOLE FRAME AND COVER (DIAMETER VARES. SEE SUBMITAL DRAWINGS) CONTRIBUTIONS TO THE LAW OF SOCIETA

THE STORMWATER MANAGEMENT STORMFILTER®
8' x 6' STORMFILTER
STANDARD DETAIL

This drawing and/or electronic file shall not be modified without the approval of CONTECH Stomwater Solutions. This product may be protected by one or more of the following US patents: 5,322,629; 5,624,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048; related foreign patents or other patents pending. ## GENERAL DRAINAGE MANHOLE NOTES MANHOLES SHALL BE PRECAST CONCRETE OR CONCRETE BLOCK COATED WITH TWO (2) COATS OF PORTLAND CEMENT MORTAR OUTSIDE THE MANHOLE. MASONRY BRICK MAY BE USED TO MAKE VERTICAL ADJUSTMENTS TO RIMS, AS LONG AS ADJUSTMENTS ARE 12 INCHES (12") OR LESS. IN ACIDIC SOILS, ALL MANHOLES SHALL HAVE TWO (2) COATS OF BLACK BITUMASTIC WATERPROOFING APPLIED PER MANUFACTURER'S INSTRUCTION. 2 IF PRECAST MANHO BARRELS AND CONES ARE USED, THEY SHALL CONFORM TO A.S.T.M. SPECIFICATIONS C478, WITH ROUND RUBBER GASKETED JOINTS CONFORMING TO A.S.T.M. SPECIFICATION C923. MAXIMUM ABSORPTION SHALL BE 8 (8%) PERCENT IN ACCORDANCE WITH A.S.T.M. SPECIFICATION C478, METHOD A. 3. IF PRECAST MANHOLES ARE USED, THE TOP RISER SECTION SHALL TERMINATE LESS THAN ONE (1) FOOT BELOW THE FINISHED GRADE. 4. WHEN THE DEPTH OF A MANHOLE EXCEEDS 10 FEET AS MEASURED FROM TOP OF COVER TO INVERT, THE WALLS OF BRICK, CONCRETE, OR CONCRETE BLOCK BELOW A DEPTH OF 8 FEET SHALL BE 12" THICK. THE OVERALL HORIZONAL DIMENSIONS SHALL BE INCREASED 12" AND THE DEPTH OF THE FOUNDATION INCREASED TO 12". WHEN ROCK IS ENCOUNTERED THE HORIZONAL DIMENSION AND DEPTH OF THE FOUNDATION SHALL NOT BE INCREASED. THE THICKNESS OF PRECAST CONCRETE MANHOLE WALLS DOES NOT HAVE TO BE INCREASED IF THE DEPTH OF THE MANHOLE EXCEEDS 10 FEET. 5. AS AN ALTERNATE TO THE STANDARD MANHOLE FRAME AND COVER, A 39" DIAMETER FRAME WITH 4" FLANGE MAY BE FURNISHED WITH ALL OTHER DIMENSIONS AND WEIGHTS REMAINING THE SAME. 6. IN A BRICK, CONCRETE, OR CONCRETE BLOCK MANHOLE, THE INVERT SHALL BE CONSTRUCTED IN TWO STAGES. 7. AS AN ALTERNATIVE, COPOLMYER POLYPROPYLENE PLASTIC LADDER RUNGS MY BE FURNISHED IN PRECAST MANHOLES AND INLETS. 8. MANHOLE FRAMES AND COVERS SHALL BE OF CAST IRON, CONFORMING TO A.S.T.M. SPECIFICATIONS A48, CLASS 3D, INCORPORATED HEREIN BY REFERENCE, AND BE SUITABLE FOR H-20 LOADING CAPACITY. MANHOLE COVERS IN REMOTE LOCATIONS MAY HAVE A LOCKING DEVICE. JNDERSIDE OF COVER

SECTION A-A

STANDARD DRAINAGE MANHOLE FRAME AND COVER N.T.S.

DATE	REVISION	STUART CHALLONER, P.E.				SOIL EROSION AND SEDIMENT CONTROL DETAILS AND CONSTRUCTION DETAILS
		PROFESSIONAL ENGINEER N.J. L.C. NO. 34397 PROFESSIONAL PLANNER N.J. L.C. NO. 4489				MAJOR SITE PLAN JACKSON CENTER FOR LOTS 1 AND 2 BLOCK 223D1 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
		[F3] CHALLONER & ASSOCIATES L.L.C. Certificate of Auth. No. 24GA28057700 CONSULTING ENGINEERS AND DESIGN PROFESSIONALS
09/05/2023	PER SOIL CONSERVATION COMMENTS
08/04/2021	REVISED PER COUNTY ENGINEER COMMENTS
05/11/2020	REVISED PER COUNTY ENGINEER COMMENTS
04/14/10	REVISED PER COUNTY ENGINEER COMMENTS
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS
02/05/09	REVISED ENTRANCES	215 Main Street, 2nd Floor				File No.:	Field Book:	Sheet No.: 13 of 18
		Toms River, New Jersey 08753
		Phone: 732-818-9980 Fax: 732-818-9981
07/03/08	REVISED PER PINELANDS REQUEST	Date:	Scale:	Drawn By:	Checked By:	File No.:	Field Book:	Sheet No.:
03/04/08	REVISED PER PINELANDS COMMENTS	MARCH 30, 2007	N.T.S.	B.F.G.	S.C.C.	08015

===== PAGE 14 ===== ## TEMPORARY VEGETATIVE COVER ## SITE PREPARATION A. Grade as needed and feasible to permit the use of conventional equipment for seeded preparation, seeding, much amilation and much overhoring. All according shall be done in accordance with Standards for Land Conditioning. 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. C. Immediately prior to seeding, the surface should be scarfled 6" to 12" where there has been soil compaction. C. Immediately prior to seeding, the surface should be scarfled 6" to 12" where there has been soil compaction. THIS PRACTICE IS PERMISSIBLE ONLY WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES. IRRIGATION SYSTEMS, ETC.) A. Apply ground limestone and fertilizer according to soil test recommendations such as offered by Rutgers Co-operative Extension. Soil sample matters 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 the rate established by soil testing. Calcium carbonate is the equivalent and standard for or equivalent with 50% water insoluble nitrogen unless a soil test indicates otherwise. Apply limestone at the rate established by soil testing. Calcium carbonate is the equivalent and standard for measuring the ability of liming materials to neutralize soil, acidity and supply calcium and magnesium to crosses. measuring the ability of limiting materials to neutralize soil acidity and supply calcium and magnesium to grosses and lagumes. 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 seebed just before seeding. If traffic has left soil compacted, the area must be retiled 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 Solids. A. Select seed from recommendation in Table 7-2. Site lies within Zone 70,b.

Temporary Vegetative Stabilization Grasses, Seeding Rates, Dates and Depth
SEED SELECTIONS	SEEDING RATE (1) (pounds)		OPTIMUM SEEDING DATE (2) Based on Planting Hardiness Zone (3)			OPTIMUM SEED DEPTH (4) (inches)
SEED SELECTIONS	Per Acre	Per 1000 Sg. Ft.	ZONE 5b, 6a	ZONE 6b	ZONE 7a, 5	OPTIMUM SEED DEPTH (4) (inches)
COOL SEASON GRASSES
1. Perennial Ryegrass	100	1.0	03/15-06/01 08/01-09/15	03/01-05/15 06/15-10/01	02/15-05/01 08/15-10/15	0.5
2. Spring Oats	86	2.0	03/15-06/01 08/01-09/15	03/01-05/15 08/15-10/01	02/15-05/01 08/15-10/15	1.0
3. Winter Barley	98	2.2	08/01-09/15	08/15-10/01	08/15-10/15	1.0
4. Annual Ryegrass	100	1.0	03/15-06/01 08/01-09/15	03/15-06/01 08/01-09/15	02/15-05/01 08/15-10/15	0.5
5. Winter Cereal Rye	112	2.8	08/01-11/01	08/01-11/15	08/01-12/15	1.0
WARM SEASON GRASSES
6. Pearl millet	20	0.5	08/01-08/01	05/15-08/15	05/01-09/01	1.0
7. Millet German or Hungarian)	30	0.7	08/01-08/01	05/15-08/15	05/01-09/01	1.0

able 7-2

SITE IS LOCATED IN ZONE 7a.b. (1) Seeding rate for warm season grass, selections S-7 shall be adjusted to reflect the amount of Pure Line Seed (PLS) as determined by a germination test result. No adjustment is required for cool season grasses. (2) May be planted throughout summer if soil moisture is adequate or seeded area can be irrigated. (3) Plant Hardiness Zone (see figure 7-1). #### B. Conventional Seeding. Apply seed uniformly by hand, cyclone (centrifugal) seeder, drop seeder, drill or cultipocker seeder. Except for drilled, hydroseeded or cultipacked seedings, seed shall be incorporated into the soil to a depth of ½ to ½ inch, by roking of dragging. Depth of seed placement may be ¼ inch deeper on coarse textured soil. 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 seeded. Mulch SHALL NOT be included in the tank with seed. Short fibered mulch may be applied with a hydroseeder following seeding. (Also see Section IV, Mulching). Hydroseeding is not a preferred seeding method because seed and fertilizer are applied to the surface and not incorporated into the soil. Poor seed to soil contact occurs reducing seed germination and growth. Hydroseeding may be used for areas too steep for conventional equipment to traverse or too obstructed with rocks, stumps, etc. D. After seeding, firming the soil with a corrugated roller will assure food 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. Mulching is required on all seeding. Mulch will insure against erosion before gross is established and will promote 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 email grain straw, hay free from seeds, applied at a rate of 1% 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 rote 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 lows due to the presence of weed seed. Application. Spread mulch uniformly by hand or mechanically so that approximately 95% of the soil surface will be covered. For uniform distribution of hand-spread mulch, divide the area into approximately 1,000 square feet sections and distribute 70 to 90 pounds within each section. 1. Peg and Twins Drive 8 to 10 inch wooden pegs to within 2 to 3 inches of the soil surface every 4 feet in all direction. Stokes may be driven before or after applying mulch. Secure mulch to soil surface by stretching twine between pages in a cross-cross and a square pattern. Secure twine around each peg with two or more turns. 2. Mulch Nettings. Stople paper, jute, cotton or plastic nettings to the soil surface. Use a degradable netting in creas to be mowed. designed to push or cut some of the broadcast long fiber mulch to 3 to 4 inches into the soil so as to anchor it and leave port standing upright. This technique is limited to areas traversable by a tractor, which must operate on the contour slopes. Straw mulch rate must be 3 tons per acre. No tackifying or adhesive agent is required. 4. Liquid Mulch-Bindera Moy be used to anchor hoy or straw mulch. a. Applications should be heavier at edges where wind may catch the mulch, in volleys and at crests of banks. The remainder of the area should be uniform in appearance. 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. with water formulates a gel and when applied to much under solistactory curing conditions will form membroned networks of insoluble polymers. The vegetable gel shall be physiologically hormless and not result in a phytotoxic effect or impede growth of turigross. Use at rotes 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. available, some of which may need further evaluation for use in this state. 2) Synthetic Binders—high polymer synthetic emulsion, miscible with water when diluted and following application to much, drying and during small no longer be soluble or dispersible in water. It should be applied at rates recommended by the manufacturer and remain tacky until germination of gross. Note: All name given above are registered trade names. This does not constitute a commendation of these products to the exclusion of other products 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. This much shall not be mixed in the tank with the seed. Use is limited to flatter slopes and during optimum seeding periods in spring and fall. Luckifiers, fertilizer and coloring agents. The dry pellets, when applied to a seeded area and watered, form a mulch mat. Pellistized mulch shall be applied in accordance with the manufacturers 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 creas 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 palletized mulch on the send bed is extremely important for sufficient activation and expansion of the mulch to provide soil coverage.

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 11/4 inches. 2. "Super" sit: fence - A metal fence with 6 inch or smaller mean 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 spoced 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" sit 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. 3. A geotextile fabric, recommended for such use by the manufacturer, shall be buried at least 8 inches deep in the ground. The fabric shall extend at least 2 feet above the ground. The fabric must be securely fastened to the post using a system consisting of metal fasteners (noils 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 drowstring in the top portion of the fence for added strength. ## Maintenues 2. Repair or replace barrier (fabric, posts, boles etc.) when damaged. 3. Barriers shall be inspected dolly for signs of deterioration and sediment removal. 4. Inspection shall be frequent. Maintenance, repair, and replacement shall be made promptly, as needed. 5. the filter shall be removed when the area draining toward the inlet has been stabilized. SILT FENCE DETAIL ## PERMANENT VEGETATIVE COVER Site Preparation A. Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, much application and much anchoring. All grading should be done in accordance with Standard for Land Grading. 8. Immediately prior to seeding and topsoil application, the subsoil shall be evaluated for compaction in accordance with the Standard for Land Grading. U. Install needed soil erosion control practices or facilities such as diversions, grade-stabilization structures, channel stabilization measures, sediment basins and waterways. 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. inches. If fertilizer is not incorporated, apply one-half the rcta described above during the 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 topsail as nearly as practical to a depth of 4 inches with a disc, spring-tooth harrow or other suitable equipment. The final borrowing 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 preparation. See Standard for Management of High Acid-Producing Soils for specific requirements. 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 specified seed mixture for the seeded area and mowed once. F 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 85°F. Many grasses become active at 85°F. See Table 4-3 mixtures B-20. Adjustment of planting rates to compensate for the amount of PLS is not required for cool season grasses.

Mixture, Planting Rates and Planting Dotes

Permanent Vegetative Mixture, Planting Rates and Planting Dates
Area	Seed Mixture	Planting Rate		Planting Date			Maintenance Level	Remarks
		Lba/acre	Lbs./1000 sq. ft	A—Acceptable Planting Period\n0—Optimal Planting Period
				Zone 7a,b
				2/1-4/30	5/1-8/14	8/15-10/30
Cool Season Mixtures	Hard Fescue Chewing Fescue\nStrong Creeping red Fescue\nPerennial Ryegrass	130\n45\n45\n10	3\n1\n1\n.25	A	A3	0	c-d	Low maintenance fine fescue\nlown mix
Residential
Basin	Kentucky Bluegrass\nTurf-type Toll fescue	45\n22	1\n5	A	A5	0	c-d	Filter strip use for nutrient uptake.

## Footroles: 1. See Appendix B for descriptions of turf grass mixtures and cultivors. The actual amount of warm season grass mixture used in Table 3 (seed mix 1-7) shall be adjusted to reflect the amount of Pure Live Seed (PLS) as determined by germination testing results. No adjustment is required for cool season grasses (seed mixtures 8-20). 2. Seeding mixtures and/or rates not listed above may be used if recommended by the local Soil Conservation District, Natural Resources Conservation Service. Recommendations of Rutgers Cooperative Extension may be used if approved by the Soil Conservation District. Legumes (flotpea, crownwatch, trefoil, lespedeza) should be mixed with proper incalculant prior to planting. 3. Seeding rates specified are required when a report of compliance is requested prior to actual establishment of permanent vegetation. Up to 50% reduction is 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 50% vegetative coverage of the seeded area and mowed once. Grass seed mixture checked by the State Seed Analyst, New Jersey Department of Agriculture, Trenton, New Jersey, will assure purchaser that the purchaser that the mixture obtained is the mixture ordered, pursuant to N.J. State Seed Law, N.J.S.A. 4:8-17.13 et seq. 4. Maintenance Level: A = Acceptable Planting Period a. Intensive Moving (2–4 days), fertilization, lime, pest control and irrigation. (Examples — High maintenance Looms, Commercial and Recreation Area, Public Facilities). b. Frequent Mowing (4–7 days). Occasional Fertilization. Time and weed control. (Examples — Home Lawns, Commercial Sites, School Sites). c. Periodic Nowing (7-14 days), Occasional fertilization and time. (Examples - Home Lawns, Parks). d. Infrequent or No Mowing, fertilization and lime the first year of establishment. (Examples - Roadsides, Recreation Areas, Public Open Space). 5. Summer seeding 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. B. Conventional Seeding is performed by applying seed uniformly by hand, cyclone (centrifugal) seeder, drop incorporated into the soil within 24 hours of seedbed preparation to a depth of 4 to 2 inch, by raking or dragging. Depth of seed placement may be 4 inch deeper on coarse-textured soil. 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 oigation system and hydroulic 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 is required on all seeding. Mulch will protect against erosion before grass is established and will promote faster and earlier establishment. The existence of vegetation sufficient to control soil erosion shall be deemed compliance with this mulching requirement. Strow or Hcy. Unrotted small grain strow, hay free of seeds, to be applied at the rate of 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 (tockifying or adhesive agent), the rate of application is 3 tons per acre/ Mulch chopper-blowers must NOT grind the mulch. Hcy mulch is not recommended for establishing fine turf or lawns due to the presence of weed seed. Application — Spread much uniformly by hand or mechanically so that at least 85% of the soil surface is covered. For uniform distribution of hand-spread much, divide area into approximately 1,000 square feet sections and distribute 70 to 80 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 creas, steepness of slopes and costs. 1. Pea and Twine. Drive 8 to 10 inch wooden peas to within 2 to 3 inches of the soil surface every 4 feet in by one of the following methods, depending upon the size of the creas, steepness of slopes and costs. 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 twins between pegs in a criss-cross and a square pattern. Secure twins around each peg with two or more turns. 2. Mulch Nettings — Staple paper, jute, cotton or plastic nettings to the soil surface. Use a degradable netting. In areas to be mowed. 3. Trimper (much anchoring counter 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 much operate on the contour of slopes. Straw mulch rate must be 3 tons per acre. No tackifying or adhesive agent is required. 4. Liquid Mulch-Binders - May be used to anchor salt may, hay or straw much. o. 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. Organic and vegetable Based Binders — Naturally occurring, powder-based, hydrophilic materials when mixed with water, formulates a gel and when applied to much binder under satisfactory curing conditions will form membroned networks of insoluble polymers. The vegetable gel shall be physiologically harmless and not result in a phototoxic effect or impede growth of turf grass. Use at rates and weather conditions as recommended by the manufacturer to anchor much materials. Many new products are available, some of which may need further 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 apولled at rates recommended by manufacturer and remain tacky until germination of gross. 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 much — 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 ccc (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 soring and fall. 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 manufacturers' 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 loom or renovation areas, seeded areas where weed-seed free mulch is dealed. Applying the full 0.2 to 0.4 inches of water after spreading pelletized mulch on the seeded is extremely important for sufficient tivation and expansion of the mulch to provide soil coverage. If soil moisture is deficient, supply new seeding with adequate water (a minimum of ¼ 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. 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 ores or 7 pounds per 1,000 square feet every 3 to 5 weeks until the gross nitrogen deficiency in the turf is ameliorated. 7. Establishing Permanent Vegetative Stabilization The quality of permanent vegetation rests with the contractor. The timing of seeding, preparing the seedbed, applying The quality of permanent vegetation rests with the contractor. The timing of seeding, preparing the seedbed, applying nutrients, much 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 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 BOX VEGETATIVE COVER (OF THE SEEDED SPECIES) AND NOWED ONCE. Note this designation of moved once does not ## STANDARD FOR STABILIZATION WITH MULCH ONLY the permanency of the turf should other maintenance factors be neglected or otherwise mismanaged. Stabilizing exposed soils with non-vegetative materials exposed for periods longer than 14 days To protect exposed soil surfaces from erosion damage and to reduce oralite environmental damage. Water Quality Enhancement Provides temporary mechanical protection against wind or rainfall induced soil erosion until permanent vegetative cover may be established. This practice is applicable to areas subject to erosion, where the season and other conditions may not be suitable for growing on erosion-resistant cover or where stabilization is needed for a short period until more suitable protection can be applied. ### 1. Site Preparation A. Grade as needed and feasible to permit the use of conventional equipment for seeded preparation, seeding, mulch application, and mulch anchoring. All grading should be done in accordance with Standards for Land Groding 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 amoll-groin 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. 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. F. Woodchips applied uniformly to a minimum depth of 2 inches may be used. Woodchips will not be used on greas where flowing water could wash them into an inlet and plug it. 3. 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. Peg and Twins - Drive 8 to 10 inch wooden pegs to within 2 to 3 inches of the soil surface every 4 feet in all directions. Stokes may be driven before or after applying mulch. Secure mulch to soil surface by stretching Twins between pegs in a criss-cross and o aqure pattern. Secure twine around each peg with two or more round turns. Mulch Nettings — Staple paper, cotton, or plastic nettings over mulch. Use degradable netting in areas to be mowed. Netting is usually available in rails 4 feet wide and up to 300 feet long. to be mowed. Netting is usually available in rolls 4 feet wide and up to 300 feet long. Crimper Mulch Anchoring Coulter Tool — A tractor-drawn implement especially designed to punch and anchor much 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. a. Organic and Vegetable Based Binders — Naturally occurring, powder based, hydrophilic materials that mixed with water formulates a gel and when applied to much 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. ## SOIL EROSION AND SEDIMENT CONTROL NOTES 1. 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) 2. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE 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.STATENJUS/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 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 STARULATION IS THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER 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 ½ TONS PER ACRE AND ANCHORED IN PLACE ACCORDING TO THE SESC STANDARD FOR STABILIZATION WITH MUCH 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 1 ½ TO 2 TONS PER ACRE AND ANCHORED IN PLACE ACCORDING TO THE SESC STANDARDS. B. 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 SLOPS (3-1 OR GREATER) OR ANY EлязING 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 SEDED OR SODED 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 TREATED IN SUCH A WAY THAT IT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IE 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 SOL 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. ## Sequence of construction 1. Noify the OCSCD 48 hours prior to land disturbance. 2. Clear site, install silt fence and stabilized construction entrance, and inlet protection to adjacent catch basins. (2 weeks) 3. Excavate roadway, grade site, install temporary soil stabilization measures – grass, mulch, etc. (1 week) 4. Construct detention facilities and stabilize. Detention basin to be utilized as a sediment basin during construction, and install floating riser to outlet structure. (3 days) 5. Construct storm sewer system, and install inlet protection devices. (2 weeks) 6. Start excavation for buildings and utility construction. (1 week) 7. Complete Utility construction – gos, electric, and catv. (2 weeks) 8. Install curbing per requirements. (2 weeks) 9. Install roadway stone base course per requirements. (3 days) 10. Install pavement per requirements. (2 days) 11. Conduct soil compaction testing in locations depicted on the plan. Test to be witnessed by OCSCD inspector. If test pass, submit results to ocean county soil conservation district. If test fails, restoration of compacted soils shall be conducted through deep scarification/tillage (6" minimum depth). Complete landscaping and fencing. (2 weeks) 15. Remove Temporary Soil Frosion Measures Convert hasin to final design remove 16. Convert basin to final design, remove flooding riser from outlet structure. Conduit Outlet Protection and K5 sand to be installed at the end of construction to avoid contamination during its use as a sediment basin. (2 days) ## STANDARD FOR MANAGEMENT OF HIGH ACID ## PRODUCING SOILS 1. LIMIT THE EXCAVATION AREA AND EXPOSURE TIME WHEN HIGH ACID-PRODUCING SOILS ARE ENCOUNTERED. 18. Obtain final report of compliance from the dist 2. TOPSOIL STRIPPED FROM THE SITE SHALL BE STORED SEPARATELY FROM TEMPORARILY STOCKPILED HIGH ACID-PRODUCING SOILS. 3. STOCKPILES OF HIGH ACID-PRODUCING SOIL SHOULD BE LOCATED ON LEVEL LAND TO MINIMIZE ITS MOVEMENT, ESPECIALLY WHEN THIS MATERIAL HAS A HIGH CLAY CONTENT. 4. TEMPORARILY STOCKPILED HIGH ACID-PRODUCING SOIL MATERIAL TO BE STORED MORE THAN 48 HOURS SHOULD BE COVERED WITH PROPERLY ANCHORED, HEAVY GRADE SHEETS OF POLYETHYLENE WHERE POSSIBLE. IF NOT POSSIBLE, STOCKPILES SHALL BE COVERED. WITH A MINIMUM OF 3 TO 6 INCHES OF WOOD CHIPS TO MINIMIZE EROSION OF THE STOCKPILE. SILT FENCE SHALL BE INSTALLED AT THE TOE OF THE SLOPE TO CONTAIN MOVEMENT OF THE STOCKPILED MATERIAL TOPSOIL SHALL NOT BE APPLIED TO THE STOCKPILES TO PREVENT TOPSOIL CONAMINATION WITH HIGH ACID-PRODUCING SOIL. (INCLUDING BORROW FROM CUTS OR DREDGED SEDIMENT) SHALL BE ULTIMATELY PLACED OR BURIED WITH UMESTONE APPLIED AT THE RATE OF 10 TONS PER ACRE (OR 450 POUNDS PER 1,000 SQUARE FEET OF SURFACE AREA) AND COVERED WITH A MINIMUM OF 12 INCHES OF SETTLED SOIL WITH A PH OF 5.0 OR MORE EXCEPT AS FOLLOWS: 6. EQUIPMENT USED FOR MOVEMENT OF HIGH ACID-PRODUCING SOILS SHOULD BE CLEANED AT THE END OF EACH DAY TO PREVENT SPREADING OF HIGH ACID-PRODUCING SOIL MATERIALS TO OTHER PARTS OF THE SITE. INTO STREAMS OR STORMWATER CONVEYANCES AND TO PROTECT MACHINERY FROM ACCELERATED RUSTING. A AREAS WHERE TREES OR SHRUBS ARE TO BE PLANTED SHALL BE COVERED WITH A MINIMUM OF 24 INCHES OF SOIL WITH A PH OR 5 OR MORE. B. DISPOSAL AREAS SHALL NOT BE LOCATED WITHIN 24 INCHES OF ANY SURFACE OF A SLOPE OR BANK, SUCH AS BERMS, STREAM BANKS, DITCHES, AND OTHERS, TO PREVENT POTENTIAL LATERAL LEACHING DAMAGES. 7. NON-VEGETATIVE EROSION CONTROL PRACTICES (STONE TRACKING PADS, STRATEGICALLY PLACED LIMESTONE CHECK DAM, SEDIMENT BARRIER, WOOD CHIPS) SHOULD BE INSTALLED TO LIMIT THE MOVEMENT OF HIGH ACID-PRODUCING SOILS FROM, AROUND, OR OFF THE SITE. B. FOLLOWING BURIAL OR REMOVAL OF HIGH ACID-PRODUCING SOIL, TOPSOILING AND SEEDING OF THE SITE (SEE TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION, PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION, AND TOPSOILING), VONITORING MUST CONTINUE FOR A VINIVOV OF 6 MONTHS TO ENSURE THERE IS ADEQUATE STABILIZATION AND THAT NO HIGH ACID-PRODUCING SOIL PROBLEMS EMERGE. IF PROBLEMS STILL EXIST, THE AFFECTED AREA MUST BE TREATED AS INDICATED ABOVE TO CORRECT THE PROBLEM. ## ADDITIONAL SOIL EROSION AND SEDIMENT CONTROL NOTES FOR PROJECTS WITH BASINS 1. Basin must be properly constructed and permanently stabilized, and conduit outlet protection installed, prior to the drainage systems becoming operational. 2. The Standards for Soil Erosion and Sediment Control have specific requirements for topsoiling, the installation of sod, temporary and/or permanent vegetative cover and land grading. The text found on pages 6-2 (sec. 2D), 7-1 (sec. 1C), 8-2 (sec. 3D) and 19-2 (last paragraph) serve to help minimize soil compaction and reduce maintenance. 3. Ownership and responsibility for the operation and maintenance of the detention structure must be determined during design and shown on the plans and on the completed "Hydraulic and Hydrologic Data Base Summary Form". To be effective over long period of time, the structure must be properly maintained. ## STANDARDS FOR DUST CONTROL

Table 1B-1 Dust Control Materials

MATERIAL	WATER DILUTION	TYPE OF NOZZLE	APPY GALLONS/ACRE
Anionic asphalt emulsion	7:1	Course Spray	1200
Latex emulsion	12.5:1	Fine Spray	235
Resin in water	4:1	Fine Spray	300

Polyacrylamide (PAM)-spray on	Apply according to manufacturer's instructions. May also be used as an additive to sediment.
Polyacrylamide (PAM)-dry spread	basins to flocculates and precipitate suspended coloids. See sediment based standards, p. 26-1

Acidulated Soy Bean Soap Stick

NONE

Course Spray

1200

Iliogy — to roughen surface and bring clocks 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. Barriers — solid board fences, snow fences, burlap fences, crote walls, boles 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.

A. Bory the top and of the jute stripes in a crunch A laches or more in depth.

## STOCKPILE AREA DETAIL N.T.S.

## FILTER FABRIC

## SECTION VIEW (TAILWATER >= 0.5 Do)

(TALWATER < -0.5 Do) ## PLAN VIEW

## CONDUIT OUTLET PROTECTION DETAIL ## EROSION CONTROL MATTING DETAIL #### N.T.S

## EMBEDDING DETAIL STAKES 1-1/2' TO 2' IN GROUND #### N.T.S ## Sediment Barrier Maintenance Requirements for bale barrier (e.g., straw, hay, or other acceptable vegetative material): 1. All bales shall be securely tied and stoked on the contour. 2. Bales shall be placed in a row with ends tightly abutting the adjacent bales. 3. Each bale shall be embedded in the soil a minimum of 4 inches. 4. Bales shall be securely anchored in place by two stakes or re-bars driven through each bale. The first stoke in each bale shall be driven toward previously told bale to force bales together. 1. Sediment shall be removed from the upstream face of the barrier when it has reached a depth of 1/2 the barrier height. 2. Repair or replace barrier (fabric, poets, boles etc.) when damaged. 3. Barriers shall be inspected daily for signs of deterioration and sediment removal. ## HAY BALE FILTER DETAIL

N.T.S.

SECTION

### 1. Inspection of Inlet protection shall be frequent 2. Maintenance, repair, and replacement shall be made promptly as needed. 3. the filter shall be removed when area declining towards the inlet has been stabilized. ## INLET PROTECTION DETAIL

DATE	REVISION	STUART CHALLONER, P.E.				SOIL EROSION AND SEDIMENT CONTROL DETAILS AND CONSTRUCTION DETAILS
		PROFESSIONAL ENGINEER N.J. L.C. NO. 34337				MAJOR SITE PLAN JACKSON CENTER FOR LOTS 1 AND 2 BLOCK 22301 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
		PROFESSIONAL PLANNER N.J. L.C. NO. 4489
08/11/2025	PER OCCSD COMMENTS	CHALLONER & ASSOCIATES
04/28/2025	PER OCCSD COMMENTS
12/01/2023	PER SOIL CONSERVATION COMMENTS	L.L.C. Certificate of Auth. No. 24GA2B057700
09/05/2023	PER SOIL CONSERVATION COMMENTS	CONSULTING ENGINEERS AND DESIGN PROFESSIONALS
05/28/19	UPDATE SOIL EROSION NOTES	215 Main Street, 2nd Floor
04/14/10	REVISED PER COUNTY ENGINEER COMMENTS	Tome River, New Jersey 08753
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS	Phone: 732-818-9980 Fax: 732-818-9981				File No.: Field Book:	Sheet No.: 14 of 18
02/05/09	REVISED ENTRANCES	Date: MARCH 30, 2007	Scale: N.T.S.	Drawn By: B.F.G.	Checked By: S.C.C.	06015

===== PAGE 15 ===== ## STANDARD FOR TOPSOILING ### 1. Materials A. 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 soils 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 topsoll shall have a minimum organic matter content of 2.75 percent. Organic matter content may be raised by additives. B. Topsoil substitute is a soil material which may have been amended with sand, silt, clay, organic matter, fastilous or lime and has the commoner of lecanil. Teacail's substitutes may be added on site. B. 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 substitutes 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. Stripping shall be confined to the immediate construction area. C. Where feasible, time may be applied before stripping at a rate determined by soil tests to bring the soil pH to approximately 6.5. 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. 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 Gracing, pg. 19–1 C. As guidance for ideal conditions, subsoil should be tested for time 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 topsolling, the subsoil shall be in compliance with the Standard for Land Grading, pg. 15-1. 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 demaging 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. Soil 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 (p.g. 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 STABILIZATION WITH SOD 2. Sod should be free of broodiee 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). 4. Sod should be vigorous and dense and be able to retain its own shape and weight when suspended vertically with a firm group from the upper 1D percent of the strip. Broken pads and rolls or torn and uneven ends will not be acceptable. 5. For droughty sites, a sod of turf-type toll fescue or turf-type toll 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. 6. Only moist, fresh, unhected sod should be used. Sod should be harvested, delivered, and installed. 6. 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. a. Grade as needed and feasible to permit the use of conventional equipment for liming, fertilizing, a. Grade as needed and feasible to permit the use of conventional equipment for limiting, fertilizing, incorporation of organic matter, and other soil preparation procedures. All grading should be done in accordance with standard for land grading. accordance with standard for land grodig. B. Topsoll should be handled only when it is dry enough to work without damaging the soil structure. A B. 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 proctions or facilities such as diversions are C. Install needed erosion control practices or facilities such as diversions, grade stabilization structures, channel stabilization measures, sediment bcsins, and waterways u. unnormy apply ground limestone, and fertilizer according to soil test recommendations such as offered by rutgers co-operative extension. Soil sample materials are available from the local nutgers cooperative extension offices (6677/2000/2000). 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 ½ the rate described above during seebed preparation and repeat another ½ 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. Liming rates to be established by soil testing. A. Work time and fertilizer into the tomatate area are a practical to a death of 4 inches with a springtooth narrow, or other suitable equipment. The final harrowing or disking operation should be on the general contour. Continu tillage until a reasonably uniform, fine seeded 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. material. D. Inspect all the just before sodding. If traffic has left the soil compacted, the area must be retilled and D. Inspect all the just before sodding. If traffic has left the soil compacted, the area must be retilled and firmed in accordance with the above. ### 3. Sod Placement A. 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. B. Place sod strips with snug, even joints (seams) that are staggered. Open spaces invite erosion. C. 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. D. On slopes greater than 3 to 1, secure sod to surface soil with wood pegs, wire stoples biodegradable plastic spikes, or split shingles (8 to 10 inches long by 3/4 inch wide). E. 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 techniques 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. F. Immediately following installation, sod should be wetered until water penetrates the soil layer beneath sod to a depth of 1 inch. Maintain optimum water for at least two weeks. prescribed in Sections 1 and 2 in this Standard, a follow-up toddressing is not mandatory, except where gross nitrogen deficiency exists in the soil to the extent that turf failure may develop, toddressing 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 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, 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 towns, 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 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://njges.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 obusive 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 invasive plants to maintain integrity of the landscape and enhance quality of permanent vegetative cover.

STAINIZED 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 EACH TO LOT ENTRANCE WIDTH AND SHALL BE A MINIMUM OF FIFTY (50) FEET IN LENGTH. ## PLAN VIEW 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. The 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 proved transition area may be installed between the major roadway end the stoned entrance to prevent loose stores from being transported out onto the roadway by heavy equipment entering or leaving the site. ## Maintenance 1. 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 of conditions demand and repair and/or cleanout of any measures used to drop sediment. All sediment spilled, dropped, washed, or tracked onto roadways (public or private) or other impervious surfaces must be removed immediately. 2. Where accumulation of dust/sediment is inadequately cleaned or removed by conventional method. A power broom or street wasper will be required to clean paved or impervious surfaces. All other access points which are not stabilized shall be blocked off. STABILIZED CONSTRUCTION ACCESS

DATE	REVISION	A	SOIL EROSION AND SEDIMENT CONTROL DETAILS AND CONSTRUCTION DETAILS
		STUART CHALLONER, P.E. PROFESSIONAL ENGINEER N.J. L.C. NO. 34337 PROFESSIONAL PLANNER N.J. L.C. NO. 4489					MAJOR SITE PLAN JACKSON CENTER FOR LOTS 1 AND 2 BLOCK 22301 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
		CHALLONER & ASSOCIATES
		L.L.C. Certificate of Auth. No. 24GA28057700
		CONSULTING ENGINEERS AND DESIGN PROFESSIONALS
		215 Main Street, 2nd Floor
		Toma River, New Jersey 08753
		Phone: 732-818-9980 Fax: 732-818-9981
		Date: APRIL 28, 2025	Scale: N.T.S.	Drawn By: B.F.G.	Checked By: S.C.C.	File No.: 06015	Field Book:	Sheet No.: 15 of 18
08/11/2025	PER OCSCO COMMENTS

===== PAGE 16 =====

R5-1 30°×30°

COPYRIGHT 2007, CHALLONER & ASSOC. L.L.C.-ALL RIGHTS RESERVED THE COMPANY OR REUSC OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. L.L.C., IS PROHIBITED

TYPICAL SIGN MOUNTING DETAIL N.T.S.

R6-1L 36circ × 12circ

COUNTY CURB DETAL N.T.S. HANDICAP PARKING SIGN SHALL CONFORM WITH CURRENT STATE & LOCAL CODES AND REGULATIONS. HANDICAPPED PARKING SIGN DETAIL N.T.S. R1-1 30°±30° 1. THE ALIGNMENT AND GRADE OF CUREING IS TO BE DETERMINED BY THAT ESTABLISHED OR EXISTING IN THE AREA AND SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER. 2. CUREING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DESIGN STANDARDS SET FORTH IN THE ABOVE DRAWING. UNCOMPACTED SUBGRADE PERVOUS ASPHALT 1. ALL WORK AND MATERIAL TO BE IN ACCORD WITH N.L.S.H.D. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 1889" AS AMENDED. 2. THIS DETAIL TO BE USED FOR ON-SITE CURE AND LAWRENCE AVE CURB. PERVOUS PARKING PAVEMENT SECTION NOT TO SCALE IONUMENT SIGN DESCRIPTION:

PARKING PAVEMENT SECTION

CONCRETE CURB STONE TRENCH AT CURB DETAIL N.T.S.

1. ALUMINUM FRAME W/ACRYLIC BACKLIT FACE AND SUPERIMPOSED LETTERING	MONUMENT SIGN SCALE: $ 1/2" = 1' - 0" $
2. LIGHTING TO BE 40 W. FLUORESCENT TUBING. LIGHTS TO BE ON TIMER.
3. LETTERING SOUND TO BE DETERMINED

1. CURBING SHALL BE CONSTITUCD IN ACCORDANCE WITH THE DESIGN STANDARDS SET FORM IN THE ABOVE ORAMING.

NOT TO SCALE

COUNTY CUBB DETAL N T S DEPRESSED CURB AT DRIVEWAYS (COUNTY) N.T.S.

Uncompacted Subgrade

NOTE: CONSTRUCTION STANDARDS SHALL CONFORM TO THE NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. LATEST EDITION. COUNTY PAVEMENT DETAIL (US Fabrics US 270NW Or Approved Equal) NOTES: 1. CONCRETE TO BE MUSHED, CLASS "B" 2. PROVIDED PREFERRED BITUMINOUS FIBER EXPANSION JOINTS, 1/2" THICK AT 20'0" (NAIL) INTERVALS. PROVIDE OUMBY JOINTS (FORMED) MEMBAY BETWEEN EXPANSION JOINTS

N.T.S.

SECTION A-A

POROUS PAVING EMERGENCY INFLOW

ELEVATION

SLAB SECTION DEPRESSED CURB FOR DRAINAGE N.T.S. SEE SITE PLAN FOR LOCATION

HINGE DETAIL

TRASH ENCLOSURE DETAIL

N.T.S. NOTES: 1) B" DIA. STEEL POSTS SHALL BE SET A MINIMUM OF 24" INTO CONCRETE. 2) INSTALL 106 BOARDS 1/2" APART AND PAINT TO MATCH SOFFIT OF BLOG. 3) ALL WOOD SHALL BE EXTERIOR GRADE TREATED LUMBER. 4) CONFIRM REQUIRED DIMENSIONS WITH TRASH REMOVAL VENDOR. ROW. LINE NOTE: CURE RAMP OPENING TO BE FLUSH WITH ROADWAY PAVEMENT (CURE RAMP TYPE 5 + 6). SECTION THROUGH CURB RAMPS 1 THROUGH 6

N.T.S

(CROSSING PARALLEL TO HIGHWAY ONLY) 1. LANDING AREA, APPROACH BIDEWALK TRANSITIONS, AND CURE RAMP SHALL BE KEPT CLEAR OF OBSTRUCTIONS. 2. DIMENSIONS SHOWN IN TABLES ARE FOR RELATIVELY FLAT BIDEWALK AREA9. CARE SHOULD BE TAKEN WHEN DETERMING CURE RAMP SIZE BARED ON CURE HEIGHT (0) WHERE ELEVATION OF CURE AND BIDEWALK VARY DRASTICALLY IN AREA OF PROPOSED CURE RAMP. 3. CURE (DROPPED CURE) OUTTERLINE TO BE FLUSH WITH ROADWAY PAVEMENT A MINIMUM OF 4 FEET AT ALL CURE RAMPS. 4. FOR CURE RAMP TYPE9 5 AMIND 6, IF A GRASS BUFFER DOES NOT EXIST. SLOPE CURE TO EQUAL SLOPE OF ADJACENT CURE RAMP. 5. SIDEWALK AND CURE RAMP WITHIN AREA ENCLOSED BY HEAVY LINES TO BE PAID FOR AS CONCRETE BIDEWALK OF THE APPROPRIATE ADJACENT THICKNESS. 6. CURE AND HEADER WITHIN AREA ENGLOSED BY HEAVY LINES TO BE PAID FOR AS VERTICAL CURE OR SLOPING CURE OF THE APPROPRIATE ADJACENT SIZE AND KIND. 7. WHERE THE DISTANCE FROM THE GUTTER LINE TO THE OUTSIDE EDGE OF BIDEWALK IS 0 FEET OR LESS, CURE RAMP TYPE 7 SHOULD BE USED, INSTEAD OF CURE RAMP TYPE 1 THROUGH 4. 8. THE PUBLIC SIDEWALK CURE RAMP, DETECTABLE WARNING SURFACE (SHADED AREA) SHALL BE SAFETY RE COLOR ON CONCRETE OR 70% COLOR CONTRAST FOR OTHER SURFACE SUCH AS BRICK. 9. CROSWALK AND STOP LINE MAY BE MARKED OR UNMARKED, SEE PLANS. 10. FEELED AND ALTERNATE TREATMENTS SHOULD NOT BE INTERMIXED WITHIN THE BAME INTERSECTION. 11. DIMENSIONS SHOWN IN TABLES ARE FOR 3 INCH TO 9 INCH CURE HEIGHTS. WHERE THE CURE HEIGHTS ARE OTHER THAN WHAT IS PROVIDED IN THE TABLES, THE DIMENSIONS OF THE RAMPS WILL HAVE TO BE CALCULATED BASED ON CROSS SLOPS SHOWN. PLAN VIEW DETECTABLE WARNING SURFACE

NJDOT HANDICAPPED CURB RAMPS

N.T.S

DATE	REVISION	STUART CHALLONER, P.E.				SOIL EROSION AND SEDIMENT CONTROL DETAILS AND CONSTRUCTION DETAILS
		PROFESSIONAL ENGINEER N.J. L.C. NO. 34337				MAJOR SITE PLAN
04/28/2025	PER SOIL CONSERVATION COMMENTS	PROFESSIONAL PLANNER N.J. L.C. NO. 4489				JACKSON CENTER
01/21/2025	PER SOIL CONSERVATION COMMENTS	[F3] & [F54] Certificate of Auth. No. 24GA28057700				FOR LOTS 1 AND 2 BLOCK 22301 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
09/05/2023	PER SOIL CONSERVATION COMMENTS
05/11/2020	REVISED PER COUNTY ENGINEER COMMENTS
04/14/10	REVISED PER COUNTY ENGINEER COMMENTS
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS	215 Main Street, 2nd Floor
02/05/09	REVISED ENTRANCES	Toma River, New Jersey 08753
07/03/08	REVISED PER PINELANDS REQUEST	Phone: 732-818-9980 Fax: 732-818-9981
03/04/08	REVISED PER PINELANDS COMMENTS	Date: MARCH 30, 2007	Scale: N.T.S.	Drawn By: B.F.G.	Checked By: S.C.C.	File No.: 08015	Field Book: Sheet No.: 16 of 18

===== PAGE 17 ===== # STANDARD FOR DEWATERING Definition The removal and discharge of sediment-laden water from an excavated area, construction site or sediment basin. ## Euro050 To properly remove suspended sediments and water from excavated areas through filtration and/or settlement prior to discharging water to a receiving water course or body. Conditions Where Practice Applies During construction excavated facilities need to be 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 following practices for the removal of sediment laden waters from excavation areas: Removable pumping stations, sump pits, portable sedimentation tanks and silt control bags. Water Quality Enhancement Water discharged from excavated areas on construction sites may be a significant contributor of sediment to surface waters during construction. Water must be removed and disposed of in order for construction to move forward. Typically, water is pumped or containment berms are breached and sediment laden waters are permitted to flow uncontrolled into surface waters such as streams or lakes. By employing practices described in this standard, the majority of sediment suspended in waters may easily be removed prior to leaving the site. Filters and materials described herein are readily available and are easy to install and maintain. Design Criteria 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 were excavations are deep, and 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 dispose of the trapped sediment and to minimize interference with construction activities and pedestrian traffic. Bags shall not be placed 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 drains 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 Detail 14-4. Bags may be combined with temporary filters (item 4, following) for enhanced filtration. Note: Bag must be located away from receiving waters and/or construction activities ### Bags must be disposed of according to manufacturer's instructions. Bags may not be ## SEDIMENT CONTROL BAG FOR DEWATERING ## reuseó A Flocculent such as "PAM" (Polycyclonicide) may be added to the basin in accordance with manufacturer's instructions to remove fine suspended colloidal material prior to demirning. All demirning discharges must be to a stabilized location. A source of free cationic ions (such as Co 2+) may be required at a rate of 50-60 g/cm Co2+ /kg PAM to encourage bonding between colloids and PAM. Material such as lime, CoCl, 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 legs 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. FILL WITH FLOATATION FOAM Estimate a tree's Protected Root Zone (PRZ) by calculating the Critical Root Radius (ccr).

FLOAT RISER DETAIL 1. Measure the dbh (diameter of tree at breast height, 4.5 feet above ground on the uphill side of tree) in inches. 2. Multiply measured dbh by 1.5 or 1.0. Express the result in feet. Dbh x 1.5: Critical root radius for older, unhealthy, or sensitive species. Dbl x 1.0: Critical root radius for younger healthy or tolerant species. N.T.S DRILL CONCRETE HEADWALL TO ACCEPT RETAINING WALL WHERE WALL EXCEEDS TOP OF CONCRETE WALL TREE PROTECTION N.T.S. DECIDUOUS TREE PLANTING DETAIL N.T.S.

HEADWALL NO. 21 DETAIL

COPYRIGHT 2006, CHALLONER & ASSOC. L.L.C.-ALL RIGHTS RESERVED THE COPYRIGHT OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. L.L.C., IS PROHIBITED SHRUB PLANTING DETAIL PROSTRATE HABIT SHRUB

AVAILABLE FINDIN COLOR

TYPE "A" INLET HTS

Wall Packs 8 Perimeter Cutoff

Series BCF

4sinαcosα > 5cosαsinαtherefore x ∈ [0,1]

Product\nToyota	Hoverleg\nIndigo	Lamp\nPosition	Seam\nDistribelte	Monitoring\nOptions	Lamp\nSolution	Ballast\nVolkswagen	Koblen\nOptimus	Stimulus\nIndustry standard
BAA	$12	N	T4	CP	CP	CP	CP	CP
				EP	CP	CT	B+	P
				T2	CP	T2	CP	CP
				TM	CP	CP	CP	CP
				FM	CP	CP	CP	CP
				WM	CP	CP	CP	CP
				MM	CP	CP	CP	CP

5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING CONDITION. PROVISION SHALL BE MADE FOR A GROWTH GUARANTEE OF AT LEAST TWO (2) YEARS FOR TREES AND A MINIMUM OF ONE (1) YEAR FOR SHRUBS. REPLACEMENTS SHALL BE MADE AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTING SEASON. ALL REPLACEMENTS SHALL HAVE A GUARANTEE EQUAL TO THAT STATED ABOVE.

Boutent & Group Footmates

Option Footmates

Sally: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. 61. 62. 63. 64. 65. 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 88. 89. 90. 91. 92. 93. 94. 95. 96. 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 150. 151. 152. 153. 154. 155. 156. 157. 158. 159. 160. 161. 162. 163. 164. 165. 166. 167. 168. 169. 170. 171. 172. 173. 174. 175. 176. 177. 178. 179. 180. 181. 182. 183. 184. 185. 186. 187. 188. 189. 190. 191. 192. 193. 194. 195. 196. 197. 198. 199. 200. 201. 202. 203. 204. 205. 206. 207. 208. 209. 210. 211. 212. 213. 214. 215. 216. 217. 218. 219. 220. 221. 222. 223. 224. 225. 226. 227. 228. 229. 230. 231. 232. 233. 234. 235. 236. 237. 238. 239. 240. 241. 242. 243. 244. 245. 246. 247. 248. 249. 250. 251. 252. 253. 254. 255. 256. 257. 258. 259. 260. 261. 262. 263. 264. 265. 266. 267. 268. 269. 270. 271. 272. 273. 274. 275. 276. 277. 278. 279. 280. 281. 282. 283. 284. 285. 286. 287. 288. 289. 290. 291. 292. 293. 294. 295. 296. 297. 298. 299. 300. 301. 302. 303. 304. 305. 306. 307. 308. 309. 310. 311. 312. 313. 314. 315. 316. 317. 318. 319. 320. 321. 322. 323. 324. 325. 326. 327. 328. 329. 330. 331. 332. 333. 334. 335. 336. 337. 338. 339. 340. 341. 342. 343. 344. 345. 346. 347. 348. 349. 350. 351. 352. 353. 354. 355. 356. 357. 358. 359. 360. 361. 362. 363. 364. 365. 366. 367. 368. 369. 370. 371. 372. 373. 374. 375. 376. 377. 378. 379. 380. 381. 382. 383. 384. 385. 386. 387. 388. 389. 390. 391. 392. 393. 394. 395. 396. 397. 398. 399. 400. 401. 402. 403. 404. 405. 406. 407. 408. 409. 410. 411. 412. 413. 414. 415. 416. 417. 418. 419. 420. 421. 422. 423. 424. 425. 426. 427. 428. 429. 430. 431. 432. 433. 434. 435. 436. 437. 438. 439. 440. 441. 442. 443. 444. 445. 446. 447. 448. 449. 450. 451. 452. 453. 454. 455. 456. 457. 458. 459. 460. 461. 462. 463. 464. 465. 466. 467. 468. 469. 470. 471. 472. 473. 474. 475. 476. 477. 478. 479. 480. 481. 482. 483. 484. 485. 486. 487. 488. 489. 490. 491. 492. 493. 494. 495. 496. 497. 498. 499. 500. 501. 502. 503. 504. 505. 506. 507. 508. 509. 510. 511. 512. 513. 514. 515. 516. 517. 518. 519. 520. 521. 522. 523. 524. 525. 526. 527. 528. 529. 530. 531. 532. 533. 534. 535. 536. 537. 538. 539. 540. 541. 542. 543. 544. 545. 546. 547. 548. 549. 550. 551. 552. 553. 554. 555. 556. 557. 558. 559. 560. 561. 562. 563. 564. 565. 566. 567. 568. 569. 570. 571. 572. 573. 574. 575. 576. 577. 578. 579. 580. 581. 582. 583. 584. 585. 586. 587. 588. 589. 590. 591. 592. 593. 594. 595. 596. 597. 598. 599. 600. 601. 602. 603. 604. 605. 606. 607. 608. 609. 610. 611. 612. 613. 614. 615. 616. 617. 618. 619. 620. 621. 622. 623. 624. 625. 626. 627. 628. 629. 630. 631. 632. 633. 634. 635. 636. 637. 638. 639. 640. 641. 642. 643. 644. 645. 646. 647. 648. 649. 650. 651. 652. 653. 654. 655. 656. 657. 658. 659. 660. 661. 662. 663. 664. 665. 666. 667. 668. 669. 670. 671. 672. 673. 674. 675. 676. 677. 678. 679. 680. 681. 682. 683. 684. 685. 686. 687. 688. 689. 690. 691. 692. 693. 694. 695. 696. 697. 698. 699. 700. 701. 702. 703. 704. 705. 706. 707. 708. 709. 710. 711. 712. 713. 714. 715. 716. 717. 718. 719. 720. 721. 722. 723. 724. 725. 726. 727. 728. 729. 730. 731. 732. 733. 734. 735. 736. 737. 738. 739. 740. 741. 742. 743. 744. 745. 746. 747. 748. 749. 750. 751. 752. 753. 754. 755. 756. 757. 758. 759. 760. 761. 762. 763. 764. 765. 766. 767. 768. 769. 770. 771. 772. 773. 774. 775. 776. 777. 778. 779. 780. 781. 782. 783. 784. 785. 786. 787. 788. 789. 790. 791. 792. 793. 794. 795. 796. 797. 798. 799. 800. 801. 802. 803. 804. 805. 806. 807. 808. 809. 810. 811. 812. 813. 814. 815. 816. 817. 818. 819. 820. 821. 822. 823. 824. 825. 826. 827. 828. 829. 830. 831. 832. 833. 834. 835. 836. 837. 8

1. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED; INCLUDING ALL LABOR, MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS AND CLEANUP. 6. INSOFAR AS IT IS PRACTICAL, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THIS IS NOT POSSIBLE. THE CONTRACTOR SHALL PROTECT SHRUBS NOT PLANTED FROM DRYING. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE (3) DAY PERIOD AFTER DELIVERY. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT.

Information Frequency (per day) (dB/m) (2023)

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7. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI 260 (REV. 1980) "AMERICAN STANDARD FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. ## PLANTING NOTES: 4. CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. 3. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS; WELL DEVELOPED BRANCHES, DENSELY FOLATED VIGOROUS ROOT SYSTEMS AND BE FREE FROM DEFECTS AND INJURIES. 16. ALL PLANTING BEDS SHALL RECEIVE 3" OF SHREDDED HARDWOOD BARK MULCH TREATED WITH A PRE-EMERGENT HERBICIDE. 8. ALL PLANTS SHALL BE PLANTED IN TOPSOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACKFILLING PROGRESSES. NOTHING BUT SUITABLE TOPSOIL, FREE OF DRY SOD, STIFF CLAY, LITTER, ETC., SHALL BE USED FOR PLANTING. 9. PLANTS SHALL NOT BE BOUND WITH WRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. PLANTS SHALL BE HANDLED FROM THE BOTTOM OF THE BALL ONLY. 15. TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING. ALL TREES SIX (6) INCHES AND OVER IN CALIPER SHALL BE GUYED. UNLESS OTHERWISE NOTED. SMALLER TREES SHALL BE STAKED. GUYING WIRES AND STAKES SHALL BE INSTALLED AS INDICATED. 17. TOPSOIL MIXTURE FOR BACKFILLING PLANTED AREAS SHALL CONSIST OF 2 PARTS BY VOLUME LOAMY TOPSOIL THOROUGHLY MIXED WITH ONE PART PEAT MOSS. APPLY 10-6-4 STARTER FERTIUZER AS PER MANUFACTURER'S RECOMMENDATION. 10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASONS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTING SEASONS ARE DEFINED AS MARCH 15 THROUGH MAY 15, SEPTEMBER 15, THROUGH NOVEMBER 15. PLANTING IS ACCEPTABLE DURING OTHER MONTHS IF WEATHER PERMITS, THE GROUND IS NOT FROZEN AND SUPPLEMENTAL WATERING IS PROVIDED IN THE SUMMER. 12. SET ALL PLANTS PLUM AND STRAIGHT. SET AT SUCH LEVELS THAT, AFTER SETTLEMENT, A NORMAL OR NATURAL RELATIONSHIP TO THE CROWN OF THE PLANT WITH THE GROUND SURFACE WILL BE ESTABLISHED. LOCATED PLANTS IN THE CENTER OF THE PIT. 11. NO PLANT, EXCEPT GROUND COVERS, SHALL BE PLANTED LESS THAN TWO (2) FEET FROM EXISTING STRUCTURES AND SIDEWALKS. 13. ALL INJURED ROOTS SHALL BE PRUNED TO MAKE CLEAN AND PRIOR TO PLANTING. IT IS ADVISABLE TO PRUNE APPROXIMATELY 1/3 OF THE GROWTH OF LARGE TREES (2" CALIPER AND OVER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICH CROSS, THOSE WHICH RUN PARALLEL, ETC. MAIN LEADER OF TREES MUST NOT BE CUT BACK. LONG SIDE BRANCHES, HOWEVER, MUST BE SHORTENED. 14. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD AND HORTICULTURAL PRACTICE TO PRESERVE NATURAL CHARACTER OF PLANT. PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS. CUTS OVER 3/4" IN DIAMETER SHALL BE PLANTED WITH SUITABLE TREE PAINT.

IN-LINE FUSE AND HOLDER

TYPICAL PARKING LOT LIGHTING FIXTURE FOUNDATION N.T.S. TYPICAL GRASS AREA LIGHTING FIXTURE FOUNDATION N.T.S.

DATE	REVISION	STUART CHALLONER, P.E.					SOIL EROSION AND SEDIMENT CONTROL DETAILS AND CONSTRUCTION DETAILS
		PROFESSIONAL ENGINEER N.J. LLC. NO. 34397
		PROFESSIONAL PLANNER N.J. LLC. NO. 4489					MAJOR SITE PLAN JACKSON CENTER FOR LOTS 1 AND 2 BLOCK 22301 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
		CHALLONER & ASSOCIATES
		LL.C. Certificate of Auth. No. 24GA28057700
		CONSULTING ENGINEERS AND DESIGN PROFESSIONALS
01/20/2025	PER SOIL CONSERVATION COMMENTS	215 Main Street, 2nd Floor
09/05/2023	PER SOIL CONSERVATION COMMENTS	Toms River, New Jersey 08753
04/14/10	REVISED PER COUNTY ENGINEER COMMENTS	Phone: 732-818-9980 Fax: 732-818-9981
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS	Date: MARCH 30, 2007	Scale: N.T.S.	Drawn By: B.F.G.	Checked By: S.C.C.	File No.: 06015	Field Book:	Sheet No.: 17 of 18
02/05/09	REVISED ENTRANCES

===== PAGE 18 =====

COPYRIGHT 2007, CHALLONER & ASSOC. L.L.C.-ALL RIGHTS RESERVED THE COUPING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. L.L.C., IS PROHIBITED

Standard Elevation Grid & Pin Connection Standard Unit Dimensions May Vary by Region

Standard Unit/Base Pad Isometric Section View*Dimensions & Weight May Vary by Region NOTE: ALL LUMBER TO BE REDWOOD, CEDAR, OR PRESSURE TREATED; STAIN FINISH. ALL FASTENERS TO BE GALVANIZED.

N.T.S.

FENCE A (BOARD—ON—BOARD) Fence Plan Detail Place Additional Pieces of Geogrid When Angle Exceeds 20circ NTS

SINGLE PIPE

Fence SectionDetail Standard Unit - 1" Setback Note: 1. Check with manufacturer specifications on correct direction of orientation for geogrld to obtain proper strength. TYPICAL SECTION OF INFILTRATION BASIN N.T.S.

Geogrid Installation on Curves

1. When site conditions require, wrap drainage tile in 3/4" aggregate and filter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer. 2. The wall system will be designed to accommodate a surcharge load imposed by 80,000 pound delivery/garbage vehicles. Typical Reinforced Wall Section Standard Unit - 1st Setback

CROSS-SECTION OF UNDERGROUND DETENTION SYSTEM

Note: 1. Secure all cap units with Keystone Kapseal or equal. Top of Wall Steps

1. The leveling pad is to be constructed of crushed stone or 2000 psi ± unreinforced concrete

Leveling Pad Detail

MANHOLE FRAME AND COVER TO DE CAMPBELL FOUNDERY PATT, NO. 1202 OR APPROVED SOCIAL WITH STMILA CAST IN LTD. PRAME SHALL BE LOCKED IN PLACE & WATERPROOFED BY MORTAR. O'HIN. 34 STONE ## TOWNSHIP STANDARD MANHOLE

N.T.S.

___ 27 34" ___

TOWNSHIP MANHOLE FRAME & COVER

NOTE: LOCATION OF SOCIAL CONNECTION 4 CLOANOR SHALL BE DETERMINED IN THE FIELD TO COMPLY WITH REQUIREMENTS OF THE PROPERTY OWNER & N.D.A.

N.T.S.

TOWNSHIP SANITAR SERVICE

LATERAL CONNECTION

0.50 ## SINGLE PIPE BEWTEEN INLET 15 AND INLET 16

NTS

3. DISCIPLINE TRAINING STARTED TO BE REPLACED FOLLOWING FINAL PAYMENT. 4. ALL TRENORED TO BE SAW OUT. TOWNSHIP WATER SERVICE CONNECTION N.T.S.

## TOWNSHIP ROAD RESTORATION 1. 4' STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAYMENT AT THE END OF BACH DAY AND LEFT IN PLACE FOR APPROximately 6 MONTHS.

TOWNSHIP & COUNTY PAVEMENT RESTORATION N.T.S.

DATE	REVISION	SOIL EROSION AND SEDIMENT CONTROL DETAILS AND CONSTRUCTION DETAILS
		STUART CHALLONER, P.E.				MAJOR SITE PLAN JACKSON CENTER FOR LOTS 1 AND 2 BLOCK 22301 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
		PROFESSIONAL ENGINEER N.J. LIC. NO. 34337 PROFESSIONAL PLANNER N.J. LIC. NO. 4489
04/28/2025	PER SOIL CONSERVATION COMMENTS	CHALLONER & ASSOCIATES LLC. Certificate of Auth. No. 24CA28057700 CONSULTING ENGINEERS AND DESIGN PROFESSIONALS
09/05/2023	PER SOIL CONSERVATION COMMENTS
08/04/2021	REVISED PER COUNTY ENGINEER COMMENTS
04/14/10	REVISED PER COUNTY ENGINEER COMMENTS
08/20/09	REVISED PER TOWNSHIP ENGINEER COMMENTS	215 Main Street, 2nd Floor Toms River, New Jersey 08753 Phone: 732-818-9980 Fax: 732-818-9981
02/05/09	REVISED ENTRANCES
07/03/08	REVISED PER PINELANDS REQUEST	Date:	Scale:	Drawn By:	Checked By:	File No.:	Field Book:
03/04/08	REVISED PER PINELANDS COMMENTS	MARCH 30, 2007	N.T.S.	B.F.G.	S.C.C.	08015	Sheet No.: 18 of 18