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Township of JacksonOcean County, New Jersey280 FARADAY AVENUEBlock 22112, Lot 2Proposed Use Variance Engineering& Construction1670 ROUTE 34, SUITE 3AWALL TOWNSHIP, NJ 07727TEL: 732.282.0014FAX: 732.282.1102WWW.3DENINGEERING.COM DesignedLDDrawnLDCheckedDCApprovedLD LINO DEALMEIDA IIILICENSED PROFESSIONAL ENGINEERSTATE OF NEW JERSEY LICENSE NO. GE49375DATE//7/2025 New Jersey State Board ofProfessional Engineers andLand Surveyors Certificate ofAuthorizationNo. 24GA282082003D Engineering & Constructionassumes no liability for the useof this drawing by anyoneother than the person(s) whooriginally contracted the work. Date 2024.11.06 PER ENGINEERING STORMWATER REVIEW Revision By

therefore cos 2θ = 79

Scale	Date
As Noted	2024.05.14
Drawing Name
EXISTING CONDITIONS
[F2]

FILE

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Existing Features Legend

Q UTILITY POLE

— GUY WIRE

— SIGN

☒ A/C UNIT

—x CHAIN LINK FENC

~ WOODSLINE

LEGEND

MONUMENT FOUND

PIN/CAP FOUND

IRON PIPE FOUND

NAIL FOUND

PK NAIL FOUND

STONE FOUND

PIN/CAP SET

MONUMENT SET

— —

MONUMENT SE PK & DISC SET

7 FILED MAR LOT # TEST PIT LOCATION

TEST PH LOCATION 1

(I INDUSTRIAL ZONE) ZONING REQUIREMENTS

LOT REQUIREMENTS	REQUIRED	EXISTING	PROPOSED
(TINDUSTRIAL ZONE) ZONING REQUIREMENTS
MAXIMUM AREA (ACRES)	2.0	2.319	NO CHANGE
LOT FRONTAGE (FEET)	125	200	NO CHANGE
LOT WIDTH (FEET)	200	200	NO CHANGE
LOT DEPTH (FEET)	200	505	NO CHANGE
MINIMUM REQUIRED YARD AREAS
FRONT YARD (FEET)	100	98.7	NO CHANGE
SIDE YARD EACH (FEET)	30 (75 TOTAL)	46.4	NO CHANGE
REAR YARD (FEET)	50	-	NO CHANGE
ACCESSORY REAR (FEET)	50	-	NO CHANGE
ACCESSORY SIDE (FEET)	30	44.9	NO CHANGE
BUILDING HEIGHT REQUIREMENTS
MAXIMUM HEIGHT (FEET)	50	-	NO CHANGE
MAXIMUM STORIES	-	-	NO CHANGE
MAXIMUM ACCESSORY HEIGHT (FEET)	25	-	NO CHANGE
COVERAGES
IMPERVIOUS LOT COVERAGE (%)	75	16.62	NO CHANGE
BUILDING COVERAGE (%)	40	7.58	NO CHANGE

EACH USE LOCATED IN THE I ZONE SHALL PROVIDE TRUCK LOADING AND UNLOADING FACILITIES ON THE SAME LOT AND IN OTHER THAN THE REQUIRED FRONT YARD SO AS TO PERMIT THE TRANSFER OF GOODS IN OTHER THAN A PUBLIC STREET.

NO REQUIRED OFF-STREET LOADING AREAS SHALL BE LOCATED IN ANY REQUIRED FRONT SETBACK.

WHERE THE I ZONE ABUTS A RESIDENTIAL ZONE, WHETHER ALONG A PROPERTY LINE OR ACROSS A STREET, THERE SHALL BE PROVIDED A ONE-HUNDRED-FOOT BUFFER SCREENING STRIP AS SET FORTH IN § 244-193.

EACH USE PERMITTED IN THE I ZONE SHALL BE SERVED BY A PUBLIC SEWAGE DISPOSAL SYSTEM OR BY A PRIVATE DISPOSAL SYSTEM WHICH MEETS THE APPROVAL OF THE STATE AND TOWNSHIP BOARDS OF HEALTH AND THE JACKSON TOWNSHIP MUNICIPAL UTILITIES AUTHORITY. ANY PRIVATE DISPOSAL SYSTEM SHALL BE SO DESIGNED AS WILL, IN THE OPINION OF THE TOWNSHIP ENGINEER, ENABLE THE SYSTEM TO BE EFFICIENTLY CONNECTED TO THE PROSPECTIVE PUBLIC DISPOSAL SYSTEM WHEN CONSTRUCTED.

ALL INDUSTRIAL ACTIVITIES OR PROCESSES SHALL TAKE PLACE WITHIN A COMPLETELY ENCLOSED BUILDING. INCIDENTAL STORAGE OUT-OF-DOORS SHALL BE SHIELDED FROM ANY STREET OR ADJACENT RESIDENTIAL ZONE BY FENCING, LANDSCAPING OR OTHER APPROPRIATE MEASURE.

INDUSTRIAL PARKS CONTAINING SUCH PERMITTED USES AS SET FORTH HEREIN SHALL HAVE A TOTAL AREA OF NOT LESS THAN 20 ACRES. ALL STREETS WITHIN INDUSTRIAL PARKS SHALL BE PRIVATE, AND THERE SHALL BE ADEQUATE PROVISIONS FOR REPAIR AND MAINTENANCE SO AS TO RELIEVE THE TOWNSHIP OF JACKSON FROM ANY RESPONSIBILITY FOR THE UPKEEP OF SUCH STREETS.

NO USE SHALL BE CONDUCTED IN SUCH A WAY AS TO DISCHARGE ANY TREATED OR UNTREATED INDUSTRIAL WASTE, EXCEPT AS SHALL BE APPROVED BY THE HEALTH OFFICER, JACKSON TOWNSHIP MUNICIPAL UTILITIES AUTHORITY AND ANY APPLICABLE STATE AGENCY HAVING JURISDICTION IN SUCH MATTERS.

CHAIN LINK FENCE DETAIL

SCALE: NONE

I own snip or Jackson Ocean County, New Jersey 280 FARADAY AVENUE Block 22112, Lot 2 Proposed: Use Variance 1670 ROUTE 34, SUITE 3A WALL TOWNSHIP, NJ 07727 TEL: 732.282.0014 FAX: 732.282.1102 WWW.3DENGINEERING.COM Designed LD LINO DEALMEIDA III NEW Jersey State Board of Professional Engineers and Land Surveyors Certificate of Authorization No. 24GA28208200 3D Engineering & Construction assumes no liability for the use of this drawing by anyone other than the person(s) who originally contracted the work. New Jersey State Board of Professional Engineers and Land Surveyors Certificate of Authorization No. 24GA28208200 3D Engineering & Construction assumes no liability for the use of this drawing by anyone other than the person(s) who originally contracted the work.

Drawn LD

Checked DC

Approved LD

Township of Jackson

caleAs Noted Date2024.05.14

Drawing NameSITE PLAN

Sheet No.Total Sheets

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Engineering & Construction 1670 ROUTE 34, SUITE 3AWALL TOWNSHIP, NJ 07727TEL: 732.282.0014FAX: 732.282.1102WWW.3DENGINEERING.COM DesignedLD Drawn LD Checked DC Approved LD LINO DEALMEIDA III LICENSED PROFESSIONAL ENGINEER STATE OF NEW JERSEY LICENSE NO. GE49375DATE 1/7/2020 New Jersey State Board of Professional Engineers and Land Surveyors Certificate of Authorization No. 24GA282082003D Engineering & Construction assumes no liability for the use of this drawing by anyone other than the person(s) who originally contracted the work. Date 2024.11.06 ⚠ PER ENGINEERING STORMWATER REVIEW By

Date ⚠ Revision

Existing Features Legend

Q UTILITY POLE

— GUY WIRE

— SIGN

☒ A/C UNIT

—x CHAIN LINK FENCE

~ WOODSLINE

LEGEND

☐ MONUMENT FOUND

☐ PIN/CAP FOUND

☒ IRON PIPE FOUND

⊕ NAIL FOUND

☑ PK NAIL FOUND

☐ STONE FOUND

● PIN/CAP SET

■ MONUMENT SET

☒ PK & DISC SET

⑦ FILED MAP LOT #

♠ TEST PIT LOCATION

SEED SPECIFICATION

SEED SPECIFICATION 1

PRIOR TO SEEDING, MIX TOP 6" LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-20-10 FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 S.F. LIME SHALL BE APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART:

SOIL TEXTURE	TONS/ACRE	LBS/1,000 S.F.
CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL	3	135
SANDY LOAM, LOAM, SILT LOAM	2	90
LOAMY SAND, SAND	1	45

ABOVE APPLICATIONS RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE ADJUSTED BASED ON SITE SPECIFIC SOIL TESTS.

TOPSOIL SHALL BE TILLED, FINE GRADED, AND RAKED FREE OF ALL DEBRIS LARGER THAN 1" IN DIAMETER. ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN.

CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIOR TO APPLICATION OF SEED.

GENERAL LOW MAINTENANCE SEED MIX (#8) OPTIMAL PLANTING DATES: ZONE 5B & 6A = 3/15 - 5/31 & 8/1 - 10/1 ZONE 6B = 3/1 - 4/30 & 8/15 - 10/15 ZONE 7A & 7B = 2/1 - 4/30 & 8/15 - 10/30

SEED MIXTURE LBS/ACRE LBS/1,000 S.F

FINE FESCUE (BLEND) HARD FESCUE STRONG CREEPING RED FESCUE KENTUCKY BLUEGRASS PERENNIAL RYEGRASS WHITE CLOVER 75 2.1

10 .25

5 .10

MAINTENANCE LEVEL

FREQUENT MOWING (4-7 DAYS), OCCASIONAL FERTILIZATION, LIME AND WEED CONTROL

PERIODIC MOWING (7-14 DAYS), OCCASIONAL FERTILIZATION AND LIME

INFREQUENT OR NO MOWING, FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT

SEED SHALL BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. ONCE APPLIED, FIRM THE SOIL WITH A CORRUGATED LAWN ROLLER TO PROMOTE SEED-TO-SOIL CONTACT.

APPLY UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR SALT HAY TO ALL SEEDED AREAS AT THE RATE OF 1 1/2 - 2 TONS PER ACRE OR 70-90 POUNDS PER 1,000 S.F. SPREAD MULCH SO THAT APPROXIMATELY 85% OF THE SOIL SURFACE IS COVERED. ANCHORING OF MULCH SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS: PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH-BINDER.

IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 1/4 INCH OF WATER TWICE A DAY (NOT DURING PERIODS OF INTENSE SUN) UNTIL VEGETATION IS WELL ESTABLISHED.