33001_01_-_STOCKTON_PARK_CONSTRUCTION_PLANS_FINAL_-_2026-08-04.pdf

STOCKTON PARK

Know what's below.

before you dig.Call

R

APPROXIMATE LOCATION OF UNDERGROUND UTILITIES HAVE BEEN

SHOWN ON THE PLANS. THE CONTRACTOR IS TO FAMILIARIZE HIMSELF

WITH AND VERIFY CONDITIONS AT THE SITE. THE CONTRACTOR SHALL

MAKE DILIGENT INQUIRY AT THE OFFICE OF UTILITY COMPANIES,

MUNICIPAL AUTHORITIES AND OTHER OPERATORS OF UNDERGROUND

SYSTEMS TO DETERMINE THE EXACT LOCATION OF UTILITY STRUCTURES.

PURSUANT TO P.L. 1994 CHAPTER 118 "UNDERGROUND FACILITY

PROTECTION ACT", THE CONTRACTOR SHALL, AS A MINIMUM, CONTACT

THE NEW JERSEY ONE - CALL SYSTEM AT 811 OR 1-800-272-1000 AT LEAST

3 DAYS PRIOR TO COMMENCING WORK, TO NOTIFY THIS AGENCY OF THIS

PROJECT AND TO COORDINATE LOCATION OF UNDERGROUND FACILITIES

IN THE VICINITY OF THIS PROJECT.

SITE IMPROVEMENTS TO

STOCKTON PARK

PENNSAUKEN TOWNSHIP

CAMDEN COUNTY, NJ

MAY 19, 2026

TOPOGRAPHICAL LOCATION MAP

SOURCE: USGS SCALE: 1"=1,000'

STOCKTON PARK SITE

IMPROVEMENTS

PENNSAUKEN TOWNSHIP

CAMDEN COUNTY, NEW JERSEY

DRAWN: DESIGNED: DATE:

SCALE:FILE:

PLAN NAME:

SHEET NUMBER:

NO. REVISION AND DATE

PROJECT #:

815 East Gate Drive - Suite 103 Mount Laurel, New Jersey 08054-3415

Tel. 856-235-7170 Fax 856-273-9239

CERTIFICATE OF AUTHORIZATION

NUMBER: 24GA27974500

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JOSEPH HIRSH

N.J. PROFESSIONAL ENGINEER

No. GE-46422

NO.

GE 46422

ST

AT

E OF NEW JERSEYJO

S EPH HIRSH

* L I C E N S E D *

PROFESS IONAL ENGIN

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TITLE SHEET

SHEET INDEX

PAGES DESCRIPTION

1 TITLE SHEET

2 DEMOLITION PLAN

3 SITE PLAN

4 GRADING PLAN

5-6 CONSTRUCTION DETAILS

7-8 SOIL EROSION AND SEDIMENT CONTROL PLANS

THE CONTRACTOR WILL DESIGNATE AN INDIVIDUAL RESPONSIBLE FOR CONSTRUCTION

SITE SAFETY DURING THE COURSE OF CONSTRUCTION IN ACCORDANCE WITH NJAC

5:23-2.21 (e) OF THE NEW JERSEY UNIFORM CONSTRUCTION CODE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING STRUCTURES

AND UTILITIES, WHICH HE DEEMS NECESSARY, BOTH ABOVE AND BELOW THE

GROUND SURFACE BEFORE EQUIPMENT ENTERS THE CONSTRUCTION SITE.

FINAL INQUIRIES TO "U.G. UTILITIES MARK-OUT" TELEPHONE NUMBER: 1-800-272-1000

AND TO "FIBER OPTIC MARK-OUT" TELEPHONE NUMBER: 1-800-272-1000

SHALL BE MADE BY THE CONTRACTOR WITHIN SEVEN (7) DAYS OF ENTERING THE SITE.

THE CONTRACTOR SHALL COORDINATE AND VERIFY THE METHOD OF UTILITY LOCATION

WITH THE APPROPRIATE UTILITY COMPANIES.

UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE, AND BASED ON

EXISTING INFORMATION RECEIVED FROM UTILITY COMPANIES.

UTILITY CONTACT INFORMATION

PSE&G: WATER AUTHORITIES:

GAS DIVISION: MERCHANTVILLE PENNSAUKEN WATER COMMISSION

300 CONNECTICUT DRIVE 6751 WESTFIELD AVE

BURLINGTON, NJ 08016 PENNSAUKEN, NJ 08110

DENNIS GUNN BRANDY EISENMANN

609-239-2405 (856) 663-0043

ELECTRICAL DIVISION: SEWER AUTHORITIES:

PUBLIC SERVICE ELECTRIC & GAS CO. PENNSAUKEN SEWERAGE AUTHORITY

300 NEW ALBANY ROAD 1250 JOHN TIPTON BLVD

MOORESTOWN, NJ 08057 PENNSAUKEN, NJ 08110

KEN MIHALEK MARCO DIBATTISTA

856-778-6700 (856) 663-5542

BENCHMARK:

P.K. NAIL SET

N:409,564.53 E:343,052.42

ELEV:82.34

BENCHMARK:

P.K. NAIL SET

N:409,682.60 E:343,355.22

ELEV:86.02

BENCHMARK:

SET CAPPED REBAR

N:409,623.53 E:342,865.43

ELEV:82.08

BENCHMARK:

SET CAPPED REBAR

N:409,809.49 E:343,177.14

ELEV:86.28

N . J . S . P . C . S

N

3891 .D.

A.

N

STOCKTON AVENUE

663.77' S 68°40'07" W

S 32°16'42" E

651.83'

N 57°46'20" E

0.

N

°1 4'

" W

BLOCK 3904

LOT 8

8'

SEE CURB RAMP AND

SIDEWALK ENLARGEMENT

REMOVE PLAYGROUND,

MULCH, AND CURB (TYP.)

SEE SIDEWALK TIE IN

ENLARGEMENT

REMOVE TOPSOIL

6'

8'

REMOVE TOPSOIL

(ALT. BID)

REMOVE TOPSOIL

(ALT. BID)

REMOVE TOPSOIL

(ALT. BID)

REMOVE TOPSOIL

(ALT. BID)

4'

REMOVE CURB

REMOVE TOPSOIL

SIGN AND POST TO

BE RELOCATED

CLEAR AS

NECESSARY

CLEAR AS NECESSARY

REMOVE

CONCRETE

663.77'

S 57°43'18" W

276.03'

4'

REMOVE TOPSOIL

REMOVE BENCH

N . J . S . P . C

A

N

STOCKTON PARK SITE

IMPROVEMENTS

PENNSAUKEN TOWNSHIP

CAMDEN COUNTY, NEW JERSEY

DRAWN: DESIGNED: DATE:

SCALE:FILE:

PLAN NAME:

SHEET NUMBER:

NO. REVISION AND DATE

PROJECT #:

815 East Gate Drive - Suite 103 Mount Laurel, New Jersey 08054-3415

Tel. 856-235-7170 Fax 856-273-9239

CERTIFICATE OF AUTHORIZATION

NUMBER: 24GA27974500

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JOSEPH HIRSH

N.J. PROFESSIONAL ENGINEER

No. GE-46422

NO.

GE 46422

ST

AT

E OF NEW JERSEYJO

S EPH HIRSH

* L I C E N S E D *

PROFESS IONAL ENGIN

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STOCKTON PARK

DEMOLITION PLAN

CURB RAMP AND SIDEWALK ENLARGEMENT DEMOLITION PLAN 1"=10'

DEMOLITION PLAN 1"=20'

SIDEWALK TIE-IN ENLARGEMENT - DEMOLITION PLAN 1"=20'

DEMOLITION NOTES:

1. FINAL PATH ALIGNMENT MAY VARY FROM PLAN, FINAL LOCATION TO BE FIELD LOCATED TO AVOID

REMOVALS OF TREES.

2. CONTRACTOR TO REMOVAL ALL EQUIPMENT AND FOOTING, WITH ALL ASSOCIATED ELEMENTS OF

PLAYGROUNDS.

3. CONTRACTOR SHALL REMOVE AND GRIND STUMPS OF EXISTING TREES BEING REMOVED. STUMPS

SHALL BE GROUND TO 6" BELOW FINISHED GRADE.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF THE EXCAVATED EARTH

AT THEIR OWN EXPENSE.

5. EXISTING SIGNS SHALL BE SALVAGED AND REINSTALLED AT THE ENGINEERS DIRECTION OR GIVEN

TO THE OWNER.

6. TREE TO BE PRESERVED SHALL BE PROTECTED, SEE SCS PLAN.

7. ALL EXISTING STUMPS TO BE REMOVED.

N:409,564.53 E:343,052.42

ELEV:82.34

BENCHMARK:

P.K. NAIL SET

N:409,682.60 E:343,355.22

ELEV:86.02

BENCHMARK:

SET CAPPED REBAR

N:409,623.53 E:342,865.43

ELEV:82.08

BENCHMARK:

SET CAPPED REBAR

N:409,809.49 E:343,177.14

ELEV:86.28

N . J . S . P . C

N

STOCKTON AVENUE

663.77' S 68°40'07" W

S 32°16'42" E

651.83'

N 57°46'20" E

0.

N

°1 4'

" W

BLOCK 3904

LOT 8

BLOCK 3904

LOT 8

STOCKTON AVENUE

663.77' S 68°40'07" W

S 32°16'42" E

651.83'

N 57°46'20" E

0.

N

°1 4'

" W

ENERGI PRIME

STATION 2

PART# ZZXX0090

ZZUN

ZZ

UN

ZZ

UN 71

ZZUN

ZZUN

13'

9'

5.3'

R133.3'

23.9'86.5'6.3'

R72.6'

R146.8'

R 99.5'

R 71.4'

R 44.3'

R6.0'

R 92.8'

R30.6'

R 98.0'

R96.0'

141.0'

44.1'

32.5'

19.1'

4'

R62 .7'

BLACK PLASTIC BORDER

(TYP.) TO BE SUPPLIED

AND INSTALLED BY

CONTRACTOR

POROUS ASPHALT PATH (TYP.)

PLAYGROUND EQUIPMENT

(TYP.) TO BE SUPPLIED BY

OWNER, CONTRACTOR TO

INSTALL

4" CONCRETE

SEE CURB RAMP AND

SIDEWALK ENLARGEMENT

INFORMATION KIOSK

WITH PARK RULES

BENCH (TYP.)

BLACK PLASTIC BORDER (TYP.)

(ALT. BID)

4" CONCRETE

4" CONCRETE

(TYP.)

PARK RULES SIGN

PLAYGROUND RULES SIGN

TO BE SUPPLIED BY OWNER,

CONTRACTOR TO INSTALL

TOPSOIL AND SEED (TYP.)

SEE SIDEWALK TIE IN

ENLARGEMENT

6" LOOSE RUBBER

FITNESS STATIONS (TYP.)

(ALT. BID)

6" LOOSE RUBBER (TYP.)

(ALT. BID)

R 87.8'R

204.0'

R 109.8'

R52.0'

4'

CROSSWALK AHEAD

SIGN (TYP.) TO BE

INSTALLED 200' AWAY IN

BOTH DIRECTIONS

4'

CROSSWALK

FLUSH CURB WITH

GUTTER

TIE IN TO EXISTING

SIDEWALK

REPLACE EXISTING

LANDSCAPE AREA AS

NECESSARY

REINSTALL SIGN AND POST

4" CONCRETE

DETECTABLE WARNING

SURFACE (TYP.)

DOUBLE SIDED RECTANGULAR

RAPID FLASHING BEACONS

FLUSH CURB

DOUBLE SIDED

RECTANGULAR RAPID

FLASHING BEACONS

663.77'

S 57°43'18" W

276.03'

663.77'

S 57°43'18" W

276.03'

R 98.0'

R96.0'

4'

4" CONCRETE

TIE IN TO EXISTING

SIDEWALK

4" CONCRETE

(TYP.)

PARK RULES SIGN

N . J . S . P . C

N

STOCKTON PARK SITE

IMPROVEMENTS

PENNSAUKEN TOWNSHIP

CAMDEN COUNTY, NEW JERSEY

DRAWN: DESIGNED: DATE:

SCALE:FILE:

PLAN NAME:

SHEET NUMBER:

NO. REVISION AND DATE

PROJECT #:

815 East Gate Drive - Suite 103 Mount Laurel, New Jersey 08054-3415

Tel. 856-235-7170 Fax 856-273-9239

CERTIFICATE OF AUTHORIZATION

NUMBER: 24GA27974500

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JOSEPH HIRSH

N.J. PROFESSIONAL ENGINEER

No. GE-46422

NO.

GE 46422

ST

AT

E OF NEW JERSEYJO

S EPH HIRSH

* L I C E N S E D *

PROFESSIONAL ENGIN

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STOCKTON PARK

SITE PLAN

CURB RAMP AND SIDEWALK ENLARGEMENT - SITE PLAN 1"=10'

SITE PLAN 1"=20'

SIDEWALK TIE-IN ENLARGEMENT - SITE PLAN 1"=20'

SITE NOTES:

1. PLAYGROUND EQUIPMENT SPECIFIED HEREON AND/OR IN THE

SPECIFICATIONS TO BE PROVIDED BY OWNER. COMPLETE INSTALLATION

REQUIRED BY CONTRACTOR.

2. FITNESS EQUIPMENT SPECIFIED HEREON AND/OR IN THE SPECIFICATIONS

SHALL BE AS MANUFACTURED BY EXOFIT OR APPROVED EQUAL, AND

SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR.

3. FINAL PATH ALIGNMENT TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

LAYOUT TO AVOID REMOVALS OF TREES.

4. SITE SIGNS/AMENITIES/TREES LOCATIONS TO BE FIELD VERIFIED PRIOR TO

INSTALLATION.

5. BOTH THE PLAYGROUND AREA (BASE BID) AND THE FITNESS STATION

AREAS (ALTERNATE BID) SHALL BE SHREDDED RUBBER PLAYGROUND

MULCH.

6. ALL AREAS BEYOND SIDEWALKS AND PAVEMENT SHALL BE RESTORED AND

REGRADED UP TO 3' BEYOND EDGE OF PAVEMENT WITH TOPSOIL & SEED

UNLESS OTHERWISE INDICATED.

7. ALL LOCATIONS WITH GREATER THAN 10:1 SLOPE SHALL RECEIVE SOIL

EROSION FABRIC.

8. CONTRACTOR TO PROVIDE FOUR (4) ACER RUBRUM OCTOBER GLORY RED

MAPLES, WITH A CALIPER OF 2.5-3" CALIPER.

9. WHERE CONTRACTOR REMOVES DAFFODILS FROM ADJACENT

RESIDENTIAL PROPERTY CONTRACTOR SHALL PROVIDE AND INSTALL , 50

DNII KING ALFRED NARCISSUS.

10. PLAYGROUND LOCATION SHALL BE FIELD ADJUSTED BASED ON LOCATION

OF EXISTING TREES.

N:409,564.53 E:343,052.42

ELEV:82.34

BENCHMARK:

P.K. NAIL SET

N:409,682.60 E:343,355.22

ELEV:86.02

BENCHMARK:

SET CAPPED REBAR

N:409,623.53 E:342,865.43

ELEV:82.08

BENCHMARK:

SET CAPPED REBAR

N:409,809.49 E:343,177.14

ELEV:86.28

N . J . S . P . C

N

663.77' S 68°40'07" W

S 32°16'42" E

651.83'

N 57°46'20" E

0.

N

°1 4'

" W

BLOCK 3904

LOT 8

BLOCK 3904

LOT 8

STOCKTON AVENUE

663.77' S 68°40'07" W

S 32°16'42" E

651.83'

N 57°46'20" E

0.

N

°1 4'

" W

ENERGI PRIME

STATION 2

PART# ZZXX0090

ZZUN

ZZ

UN

ZZ

UN 71

ZZUN

ZZUN

86.5

86.60

86.54

86.4

86.9

87.9

88.05 88.2 88.2

88.4 88.3

88.1

87.8 87.9

87.3 87.35

87.1 87.2 87.287.1

87.3 87.2

86.9 86.985.9

85.6 85.5

84.12 83.8 83.9

84.2 82.9581.9

81.60

81.48 81.40

81.35

81.35 81.50

81.15 81.05

82.1

83.1

84.30 84.42

85.1

85.1

85.2

84.9

84.9

85.05

84.95 84.9

84.95

84.9 84.85 84.9

85.1

86.10 86.15

86.05

85.9

84.20

86.9

84.21

TC84.73

BC84.40

TC84.73

BC84.40

TC84.33

BC83.66

TC84.33

BC83.66

TC85.39

BC85.33

TC85.38

BC85.33

81.9 81.8

81.8

81.7

83.1 83.1

82.9

85.4

79.46

79.40

79.98

79.92

80.1

84.28

84.21

83.13

84.20

TC84.88

BC84.21

84.5 84.5

84.5284.40

83.5

83.683.4

83.6

TC84.69

BC84.36

TC84.87

BC84.67

U N

IO

N

A V

EN

U

E

79.32

79.26

77.96

77.88

77.95

77.89

77.65± ME

79.46

79.40

79.06

78.65

78.59

78.05

77.99

ME

ME

ME

ME

77.65±

ME

77.71± ME

77.67±

ME

77.34

77.34

TC 77.60± ME

BC 77.35± ME

TC 77.58± ME

BC 77.33± ME

77.17

77.16

77.47

77.46

TC 77.60± ME

BC 77.15± ME

TC 77.63± ME

BC 77.18± ME

77.53

77.52

663.77'

S 57°43'18" W

276.03'

663.77'

S 57°43'18" W

276.03'

4'

86.5

86.60

86.54

86.4

86.9

ME

ME

87.06

N . J . S . P . C

N

STOCKTON PARK SITE

IMPROVEMENTS

PENNSAUKEN TOWNSHIP

CAMDEN COUNTY, NEW JERSEY

DRAWN: DESIGNED: DATE:

SCALE:FILE:

PLAN NAME:

SHEET NUMBER:

NO. REVISION AND DATE

PROJECT #:

815 East Gate Drive - Suite 103 Mount Laurel, New Jersey 08054-3415

Tel. 856-235-7170 Fax 856-273-9239

CERTIFICATE OF AUTHORIZATION

NUMBER: 24GA27974500

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JOSEPH HIRSH

N.J. PROFESSIONAL ENGINEER

No. GE-46422

NO.

GE 46422

ST

AT

E OF NEW JERSEYJO

S EPH HIRSH

* L I C E N S E D *

PROFESSIONAL ENGIN

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STOCKTON PARK

GRADING PLAN

CURB RAMP AND SIDEWALK ENLARGEMENT - GRADING PLAN 1"=10'

GRADING PLAN 1"=20'

SIDEWALK TIE-IN 1"=20'

GRADING NOTES:

1. CONTRACTOR SHALL BE REQUIRED TO CONFIRM ALL EXISTING GRADES PRIOR TO CONSTRUCTION.

2. SIDEWALKS, PATHS AND ACCESSIBLE ROUTES SHALL NOT HAVE CROSS SLOPES GREATER THAN 2%.

3. RUNNING SLOPES OF SIDEWALKS NOT TO EXCEED 5%.

4. GRADING OF ASPHALT AREAS SHALL NOT BE LESS THAN 0.5%.

5. CONTRACTOR TO FEATHER ADJACENT GRADE BY CUTTING OR FILLING TO MEET NEW ELEVATION OF

SIDEWALK, PATHS OR CURBING. DISTURBED LAWN/PLANTED AREAS TO BE TOPSOIL & SEEDED OR

MULCHED PER EXISTING CONDITIONS.

6. THE INTENT OF THE ASPHALT PATH IS TO MEET EXISTING GRADES WHERE POSSIBLE AND PROVIDE

POSITIVE DRAINAGE AWAY FROM THE THE PATH.

POROUS HMA PATH N.T.S.

STOCKTON PARK SITE

IMPROVEMENTS

PENNSAUKEN TOWNSHIP

CAMDEN COUNTY, NEW JERSEY

DRAWN: DESIGNED: DATE:

SCALE:FILE:

PLAN NAME:

SHEET NUMBER:

NO. REVISION AND DATE

PROJECT #:

815 East Gate Drive - Suite 103 Mount Laurel, New Jersey 08054-3415

Tel. 856-235-7170 Fax 856-273-9239

CERTIFICATE OF AUTHORIZATION

NUMBER: 24GA27974500

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JOSEPH HIRSH

N.J. PROFESSIONAL ENGINEER

No. GE-46422

NO.

GE 46422

ST

AT

E OF NEW JERSEYJO

S EPH HIRSH

* L I C E N S E D *

PROFESSIONAL ENGIN

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CONSTRUCTION DETAILS

4" CONCRETE N.T.S.

COUNTY CONCRETE CURB W/ GUTTER N.T.S.

SIGN MOUNTING N.T.S.

FLUSH CURB N.T.S.

DETECTABLE WARNING SURFACE N.T.S.

PARK KIOSK N.T.S.

5 OF 8CROSSWALK N.T.S.

CURB RAMP N.T.S.

TRAFFIC CONTROL SIGN N.T.S.

PARK RULES

· DUSK TO DAWN

· NO DOGS ALLOWED.

· NO TOBACCO USE

· NO LITTERING

· NO MOTORIZED VEHICLES.

· NO ALCOHOLIC

BEVERAGES.

PLAYGROUND CURB & RUBBER MULCH INTERFACE N.T.S.

DOUBLE SIDED RECTANGULAR RAPID FLASING BEACON N.T.S.

BENCH N.T.S.

GREEN ACRES CONSTRUCTION SIGN AND SUPPORTS N.T.S.

COUNTY CONCRETE CURB N.T.S.

STOCKTON PARK SITE

IMPROVEMENTS

PENNSAUKEN TOWNSHIP

CAMDEN COUNTY, NEW JERSEY

DRAWN: DESIGNED: DATE:

SCALE:FILE:

PLAN NAME:

SHEET NUMBER:

NO. REVISION AND DATE

PROJECT #:

815 East Gate Drive - Suite 103 Mount Laurel, New Jersey 08054-3415

Tel. 856-235-7170 Fax 856-273-9239

CERTIFICATE OF AUTHORIZATION

NUMBER: 24GA27974500

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JOSEPH HIRSH

N.J. PROFESSIONAL ENGINEER

No. GE-46422

NO.

GE 46422

ST

AT

E OF NEW JERSEYJO

S EPH HIRSH

* L I C E N S E D *

PROFESSIONAL ENGIN

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CONSTRUCTION DETAILS

PLAYGROUND POST FOOTING DETAILS N.T.S.

**FOR BIDDING PURPOSES ONLY**

FITNESS EQUIPMENT POST FOOTING DETAIL N.T.S.

**FOR BIDDING PURPOSES ONLY**

N:409,564.53 E:343,052.42

ELEV:82.34

BENCHMARK:

P.K. NAIL SET

N:409,682.60 E:343,355.22

ELEV:86.02

BENCHMARK:

SET CAPPED REBAR

N:409,623.53 E:342,865.43

ELEV:82.08

BENCHMARK:

SET CAPPED REBAR

N:409,809.49 E:343,177.14

ELEV:86.28

N . J . S . P . C

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STOCKTON AVENUE

ORCHARD AVENUE

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663.77'S 68°40'07" W

0.21' S 57°43'18" W

276.03'

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651.83'

N 57°46'20" E

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°1 4'

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BLOCK 3904

LOT 8

CONSTRUCTION

ENTRANCE

TOPSOIL

SOIL

STOCKPILE

PROPOSED TREE

PROTECTION (TYP.)

4'

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PSC

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CPSC 9ft / 2745mm

CPSC 6ft / 1830mm

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96"-108"

48"-72"

84"

48-72"

84"

96-108"

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4'

SOIL COMPACTION (TYP.)

PROPOSED

SILT FENCE (TYP.)

PROPOSED LIMIT

OF DISTURBANCE

N . J . S . P . C . S

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SOIL EROSION AND SEDIMENT

CONTROL PLAN

SOIL EROSION & SEDIMENT CONTROL PLAN SCALE: 1" = 30'

STOCKTON PARK SITE

IMPROVEMENTS

PENNSAUKEN TOWNSHIP

CAMDEN COUNTY, NEW JERSEY

DRAWN: DESIGNED: DATE:

SCALE:FILE:

PLAN NAME:

SHEET NUMBER:

NO. REVISION AND DATE

PROJECT #:

815 East Gate Drive - Suite 103 Mount Laurel, New Jersey 08054-3415

Tel. 856-235-7170 Fax 856-273-9239

CERTIFICATE OF AUTHORIZATION

NUMBER: 24GA27974500

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JOSEPH HIRSH

N.J. PROFESSIONAL ENGINEER

No. GE-46422

NO.

GE 46422

ST

AT

E OF NEW JERSEYJO

S EPH HIRSH

* L I C E N S E D *

PROFESSIONAL ENGIN

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SOIL EROSION AND SEDIMENT

CONTROL PLAN

SOIL DISTURBANCE GUIDELINES:

THE PROPERTY IS LOCATED IN A FORMATION WHICH MAY CONTAIN ACID PRODUCING SOILS. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED TO MINIMIZE

THE POTENTIAL IMPACT IF ACID PRODUCING SOILS ARE UNCOVERED.

1. THE GUIDELINES IN THE SOIL EROSION AND SEDIMENT CONTROL NOTES ARE TO BE FOLLOWED.

2. MINIMIZE THE TIME DISTURBED SOILS ARE EXPOSED TO THE AIR.

3. STABILIZE AREAS WHICH ARE NOT CURRENTLY UNDER CONSTRUCTION WITH MULCH OR TEMPORARY SEEDING.

IF ACID PRODUCING SOILS ARE UNCOVERED DURING CONSTRUCTION, FOLLOW THE PROCEDURES BELOW:

A. STOCKPILE ACID PRODUCING SOILS SEPARATELY FROM REGULAR SOIL.

B. IF THE ACID PRODUCING SOILS WILL BE EXPOSED FOR MORE THAN 8 HOURS, COVER THEM WITH CRUSHED LIMESTONE AT A RATE OF 1,375 POUNDS

PER 1,000 SQUARE FEET AND A 1 FOOT THICK LAYER OF COMPACTED TOPSOIL.

C. EQUIPMENT USED FOR EXCAVATION OR BACKFILLING IN ACID PRODUCING SOILS SHOULD BE CLEANED AT THE END OF EACH DAY'S OPERATION IN SUCH A WAY THAT WILL NOT CAUSE THE SPREADING OF ACID PRODUCING SOIL DEPOSITS ONTO UNCONTAMINATED SOIL OR INTO THE WATERCOURSE.

D. ACID PRODUCING SOILS SHALL BE DISPOSED OF PROPERLY AND SHALL NOT BE MIXED INTO OR SPREAD OVER NONACID PRODUCING SOILS; AND E. ANY ACID PRODUCING SOILS REMAINING AFTER CONSTRUCTION SHALL BE COVERED WITH LIME AND A LAYER OF NONACID PRODUCING SOIL

SUFFICIENT TO FACILITATE THE GROWTH OF VEGETATION.

F. EVERY EFFORT SHOULD BE MADE TO MINIMIZE THE SPREADING OR MIXING OF ACID PRODUCING SOIL DEPOSITS (INCLUDING SOIL CONTAMINATED WITH SUCH DEPOSITS) ONTO OR INTO SOIL FREE OF SUCH DEPOSITS (ON OR OFF THE CONSTRUCTION SITE). NO CONSTRUCTION SHOULD TAKE PLACE DURING RAINSTORMS OR WHILE THE GROUND IS SATURATED, IF SUCH CONSTRUCTION IS LIKELY TO SMEAR OR SPREAD ACID PRODUCING SOIL DEPOSITS OVER UNCONTAMINATED SOIL OR INTO WATERWAYS. IF ACID PRODUCING SOIL DEPOSITS MUST BE STOCKPILED ON TOP OF SOIL HERETOFORE FREE OF SUCH DEPOSITS, THE AREA USED FOR STOCKPILING SHOULD BE MINIMIZED. EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE APPLIED WHERE ACID PRODUCING SOIL DEPOSITS ARE EXPOSED OR STOCKPILED, TO PREVENT OR REDUCE THE MOVEMENT OF ACID

PRODUCING MATERIAL INTO WATERCOURSES OR ONTO CONTAMINATED SOIL.

G. EXCAVATED MATERIAL SHOULD BE RETURNED TO TRENCHES OR PITS IN THE ORDER OF ITS REMOVAL, I.E., LOWER MATERIAL FIRST, FOLLOWED BY UPPER MATERIAL. (HOWEVER, IF ACID PRODUCING SOIL DEPOSITS ARE FOUND ONLY IN THE UPPER MATERIAL, THEN THE UPPER MATERIAL SHOULD BE RETURNED FIRST. THIS EXCEPTION ALSO APPLIES TO THE FOLLOWING SENTENCES). WHERE ACID PRODUCING SOIL DEPOSITS ARE STOCKPILED ON SOIL HERETOFORE UNCONTAMINATED WITH SUCH DEPOSITS, THE TOP TWO INCHES OF SUCH SOIL SHOULD BE SCRAPED OFF AND BURIED ALONG WITH THE "LOWER MATERIAL." THE SURPLUS MATERIAL RESULTING DUE TO PERMANENT GRADE REDUCTION, PLACEMENT OF PIPES OR OTHER STRUCTURES, AND SOIL SCRAPED FROM AREAS UNDER TEMPORARY STOCKPILES OF ACID PRODUCING SOIL DEPOSITS, SHOULD BE SUBSTITUTED FOR AN EQUAL QUANTITY OF DEEPER MATERIAL WHICH IN TURN SHOULD BE REMOVED TO A SUITABLE DISPOSAL SITE. AFTER BACKFILLING THE DEEPER MATERIAL, PULVERIZED LIMESTONE SHOULD BE SPREAD OVER THE TOP OF THE MATERIAL, AT THE RATE OF TEN (10) TONS PER ACRE (460 POUNDS PER 1000 SQUARE FEET), BEFORE THE APPLICATION OF THE SURFACE LAYER OF SOIL. THIS LIMING PROCEDURE IS APPLICABLE ONLY IN WELL-DRAINED AREAS. THE TOP LAYER OF SOIL, FREE OF ACID PRODUCING SOIL DEPOSITS, STRIPPED AND STOCKPILED IN ITEM 3 ABOVE, SHOULD THEN BE REPLACED. IF NECESSARY, ADDITIONAL QUANTITIES OF TOPSOIL SHOULD BE IMPORTED SO AS TO ENSURE AT LEAST ONE (1) FOOT DEEP COVER OF SOIL, FREE OF ACID PRODUCING SOIL DEPOSITS. RESTRICTIONS ESTABLISHED IN THE RULES CONCERNING THE AMOUNT OF NET FILL THAT MAY BE PLACED IN FLOOD HAZARD AREAS

MUST ALSO BE COMPLIED WITH.

H. TEMPORARY VEGETATIVE COVER SHOULD NOT BE USED FOR STABILIZATION OF ACID PRODUCING SOIL DEPOSITS UNLESS THE LIMING AND TOPSOIL APPLICATION REQUIREMENTS OF ITEM G, AND THE SURFACE SOIL PH REQUIREMENTS OF ITEM I ARE FIRST MET. OTHERWISE, TEMPORARY STABILIZATION OF ACID PRODUCING SOIL DEPOSITS SHOULD BE ACCOMPLISHED WITH "MULCH ONLY", IN ACCORDANCE WITH THE "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY." NO MORE THAN EIGHT HOURS SHOULD ELAPSE BEFORE THE APPLICATION OF MULCH. (MULCHING FOR TEMPORARY STABILIZATION IS NOT A SUBSTITUTE FOR THE LIMESTONE AND TOPSOIL APPLICATION REQUIREMENTS OF ITEMS B AND G. MULCH SHOULD NOT BE DIRECTLY APPLIED TO THE EXPOSED SURFACE OF ACID PRODUCING SOIL DEPOSITS, BUT RATHER TO THE TOPSOIL APPLIED TO COVER SUCH

DEPOSITS.)

PERMANENT VEGETATION SHOULD BE ESTABLISHED AS SOON AS POSSIBLE TAKING INTO ACCOUNT THE SIX WEEKS THAT MAY BE NEEDED FOR THE "INCUBATION TEST" DISCUSSED BELOW. REVEGETATION MUST BE PERFORMED UNDER THE DIRECTION OF A SOILS SPECIALIST OR AGRONOMIST, WHO BY TRAINING OR EXPERIENCE IS FAMILIAR WITH THE PROBLEMS OF REVEGETATING ACID PRODUCING SOIL DEPOSITS. THE SOILS SPECIALIST OR AGRONOMIST SHOULD PERFORM PH TESTS ON THE SURFACE LAYER OF SOIL WHERE THE VEGETATION WILL ROOT (ALLOWING FOR ROOT EXPANSION DUE TO PLANT GROWTH). IF THE PH IS BELOW 4.0, THE SOILS SPECIALIST OR AGRONOMIST SHOULD ALSO PERFORM INCUBATION LIME REQUIREMENT TESTS (SOIL SAMPLE ALLOWED TO OXIDIZE FOR SIX (6) WEEKS) TO DETERMINE LIME APPLICATION RATES. THE PH OF THE SURFACE LAYER OF SOIL MUST BE RAISED TO AT LEAST 5.0 BEFORE SEEDING OR PLANTING. SEEDING SHOULD ALWAYS BE ACCOMPANIED BY MULCHING.

SOIL EROSION AND SEDIMENT CONTROL NOTES:

1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY GRADING OPERATION AND/OR INSTALLATION OF

PROPOSED STRUCTURES OR UTILITIES.

2. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THE PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION

AND SEDIMENT CONTROL IN NEW JERSEY.

3. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS

STABILIZED.

4. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN SIXTY (60) DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND FERTILIZATION IN ACCORDANCE WITH THE STANDARDS . IF THE SEASON PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREAS WILL BE MULCHED WITH SALT HAY OR EQUIVALENT AND ANCHORED IN ACCORDANCE WITH THE STANDARDS.

5. ALL CRITICAL AREAS SUBJECT TO EROSION WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH IN ACCORDANCE WITH THE

STANDARDS IMMEDIATELY FOLLOWING ROUGH GRADING.

6. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT

CONTROL FACILITIES.

7. ALL SOIL EROSION AND SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS AND AFTER EVERY STORM EVENT.

8. SOIL STOCKPILES ARE NOT TO BE LOCATED WITHIN FIFTY (50) FEET OF A FLOODPLAIN, SLOPE, ROADWAY OR DRAINAGE FACILITY. THE BASE OF ALL

STOCKPILES SHOULD BE PROTECTED BY A HAY BALE BARRIER OR SEDIMENT FENCE. PROPOSED LOCATIONS MUST BE DELINEATED ON THE PLANS.

9. A CRUSHED STONE TIRE CLEANING PAD WILL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS EXISTS. THE RIP RAP PAD MUST BE 100 FEET IN LENGTH

AND THE STONE MUST BE 1.5" - 4" IN SIZE, PLACED 12" THICK AND THE FULL WIDTH OF THE ENTRANCE. IT SHOULD BE UNDERLAIN WITH A SUITABLE SYNTHETIC FILTER FABRIC AND MAINTAINED. THE STRUCTURE MUST BE DELINEATED AND DETAILED ON THE PLANS.

10. IF A STONE CONSTRUCTION ACCESS IS TO BE USED AS AN EXIT ONTO A MAJOR HIGHWAY, A THIRTY (30) FOOT PAVED TRANSITION AREA SHALL BE

INSTALLED.

11. ALL DRIVEWAYS MUST BE STABILIZED WITH 2 ½" CRUSHED STONE OR SUB BASE PRIOR TO INDIVIDUAL LOT CONSTRUCTION.

12. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES.

13. ALL CATCH BASIN INLETS WILL BE PROTECTED DURING CONSTRUCTION (FILTER DETAILS APPEAR ON PLAN).

14. ALL STORM DRAINAGE OUTLETS WILL BE STABILIZED BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL.

15. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT FILTRATION DEVICE. THE SEDIMENT FILTER MUST BE PLACED SO AS NOT TO

CAUSE EROSION OF THE DOWNSTREAM AREA. FIELD PLACEMENT AND USE OF THE STRUCTURE MUST BE APPROVED BY THE DISTRICT EROSION CONTROL

INSPECTOR PRIOR TO COMMENCEMENT OF DEWATERING ACTIVITIES.

16. THE DELATLANTIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED 72 HOURS PRIOR TO ANY LAND DISTURBANCE.

17. SOIL HAVING A PH OF 4.0 OR LESS OR CONTAINING IRON SULFIDE MUST BE COVERED WITH A MINIMUM OF 12 INCHES OF SOIL HAVING A PH OF 5.0 OR MORE

BEFORE SEEDBED PREPARATION.

18. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO PROVIDE CONFIRMATION OF LIME, FERTILIZER AND SEED APPLICATION RATES AT THE REQUEST

OF THE DELATLANTIC SOIL CONSERVATION DISTRICT.

19. NJSA 4:24-39, ET SEQ. REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE ISSUED BEFORE ALL THE PROVISIONS OF THE CERTIFIED SOIL EROSION AND

SEDIMENT CONTROL PLAN HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES. ALL SITE WORK FOR THE PROJECT MUST BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF COMPLIANCE AS A PREREQUISITE TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY.

20. NJSA 4:24-39, ET SEQ. REQUIRES THAT UPON PERMANENT SITE STABILIZATION AND COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL APPLY TO THE SOIL CONSERVATION DISTRICT FOR A FINAL COMPLIANCE INSPECTION TO CHECK THAT ALL THE PROVISIONS OF THE CERTIFIED SOIL EROSION AND

SEDIMENT CONTROL PLAN HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES.

21. OFF SITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO BE DETERMINED BY THE DISTRICT EROSION CONTROL INSPECTOR.

22. A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN MUST BE MAINTAINED ON THE PROJECT SITE DURING CONSTRUCTION.

23. ANY CONVEYANCE OF THIS PROJECT PRIOR TO ITS COMPLETION WILL TRANSFER FULL RESPONSIBILITY FOR COMPLIANCE WITH THE CERTIFIED PLAN TO

ALL SUBSEQUENT OWNERS.

24. IMMEDIATELY AFTER THE COMPLETION OF STRIPPING AND STOCKPILING TOPSOIL, THE STOCKPILE SHALL BE SEEDED WITH TEMPORARY VEGETATION.

STABILIZE TOPSOIL STOCKPILES WITH STRAW MULCH FOR PROTECTION IF THE SEASON DOES NOT PERMIT THE ESTABLISHMENT OF TEMPORARY SEED.

25. ANY CHANGES TO THE SITE PLAN WILL REQUIRE THE SUBMISSION OF A REVISED SOIL EROSION AND SEDIMENT CONTROL PLAN TO THE DELATLANTIC SOIL

CONSERVATION DISTRICT. THE REVISED PLAN MUST BE IN ACCORDANCE WITH THE CURRENT STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN

NEW JERSEY.

26. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT BE CONSTRUCTED STEEPER THAN 3:1.

27. THE DISTRICT EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL MEASURES TO BE INSTALLED.

28. THE RESPONSIBILITY FOR EROSION CONTROLS FOR INDIVIDUAL LOTS WILL TRANSFER TO SUBSEQUENT OWNERS OF THE LOT. THIS RESPONSIBILITY WILL

BE DESCRIBED IN THE DEED, AND A SINGLE FAMILY HOME PLAN CONTAINING ALL NECESSARY EROSION CONTROLS WILL BE PROVIDED TO THE OWNER.

29. CONCRETE TRUCK WASHOUT AREAS WILL BE MAINTAINED ON A CONTINUAL BASIS AND AS NEEDED.

30. THE STORMWATER POLLUTION PREVENTION PLAN AND THE SPILL RESPONSE PLAN SHALL BE AVAILABLE ON SITE FOR REVIEW BY THE SCD INSPECTOR

AND/OR THE NJDEP INSPECTOR.

31. THE SCD INSPECTOR OR NJDEP INSPECTOR MAY REQUIRE ADDITIONAL MEASURES FOR STORMWATER POLLUTION PREVENTION TO BE INSTALLED.

32. INSPECTIONS OF ALL STORMWATER POLLUTION PREVENTION PLAN MEASURES WILL BE CONDUCTED AND DOCUMENTED ON A REGULAR BASIS AND AFTER

EVERY STORM EVENT.

33. WASTE COLLECTION CONTAINERS WILL NOT BE PERMITTED TO OVERFLOW.

34. ANY SPILLS OF HAZARDOUS OR SANITARY WASTES WILL BE CLEANED UP IMMEDIATELY, AND IN ACCORDANCE WITH THE SPILL RESPONSE PLAN. SPILL

KITS MUST BE AVAILABLE ONSITE OR ADJACENT TO THE SITE.

35. ANY HAZARDOUS SUBSTANCE RELEASES IN EXCESS OF REPORTABLE QUANTITIES (RQ) ESTABLISHED UNDER 40 C.F.R. 110, 117 AND 302 THAT OCCUR

WITHIN A 24 HOUR PERIOD MUST BE REPORTED THE NATIONAL RESPONSE CENTER (800 424-8802).

36. 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 OR MULCH SHALL BE APPLIED AS REQUIRED BY THE STANDARD FOR DUST CONTROL.

37. 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.

38. ANY SILT FENCE BARRIER AND HAY BALES SHALL BE CONSTRUCTED AS NOTED ON THE DETAIL AND PLACED AS SHOWN ON THE PLAN. BALES SHALL

BE REPLACED UPON SATURATION WITH SALT.

39. SEQUENCE OF CONSTRUCTION: THE FOLLOWING SCHEDULE SHALL BE ADHERED TO. IF NECESSARY, TO MODIFY THE TIME SEQUENCE, THE SOIL

CONSERVATION DISTRICT SHALL BE NOTIFIED AND SUPPLIED WITH THE MODIFIED TIME SCHEDULE.

A. PHASE I

1. INSTALL SILT FENCE.

2. EXCAVATE AND GRADE THE SITE TO CONTAIN ALL SURFACE WATER FLOWS THEREON.

3. STABILIZE ALL EXPOSED SOIL NOT SUBJECT TO TRAFFIC.

4. DEMOLISH AND REMOVE ALL PAVEMENTS, CURBING, AND SITE FEATURES AS NECESSARY.

B. PHASE II

1. BRING SUBGRADE TO GRADE.

C. PHASE III

1. CONSTRUCT CURBING, SIDEWALKS, PAVEMENT, AND FENCING.

2. TILL/LOOSEN SUBGRADE 6" PER SPECIFICATIONS, SPREAD TOPSOIL TO FINAL GRADE.

3. CONSTRUCT PLAYGROUND STRUCTURE AND INSTALL RUBBER MULCH.

D. PHASE IV (DEPENDENT UPON SEASON)

1. COMPLETE SEEDING.

2. REMOVE SE&SC MEASURES.

40. TEMPORARY SEEDING SHALL CONSIST OF SPRING OATS APPLIED AT A RATE OF 2.0 LBS. PER 1,000 SQ. FT. TEMPORARY SEEDING SHALL BE MULCHED AND MAINTAINED UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED WITH PERMANENT SEEDING.

41. PERMANENT SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE OR APPROVED EQUAL - OPTIMUM SEEDING DATES ARE BETWEEN MARCH 1 AND MAY 1

OR BETWEEN OCTOBER 1 AND DECEMBER 1:

KENTUCKY 31 TALL FESCUE 1.5 LBS./1,000 SQ. FT.

CREEPING RED FESCUE 1.0 LBS./1,000 SQ. FT.

CHEWING RED FESCUE 0.8 LBS./1,000 SQ. FT.

PERENNIAL RYEGRASS 0.8 LBS./1,000 SQ. FT.

THIS IS EQUAL TO 4.1 POUNDS PER 1,000 SQ. FT., OR EQUIVALENT TO 178 POUNDS PER ACRE.

IF HYDROSEEDING WILL BE THE METHOD OF APPLICATION, THE SEED RATE SHOULD BE INCREASED BY 25%.

HYDROSEEDED AREAS MUST STILL RECEIVE STRAW MULCH AND TACKIFIER.

42. PERMANENT SEEDING TO BE APPLIED BY RAKING OR DRILLING INTO THE SOILS AT A RATE OF 150 LBS./ACRE. SLOPED AREAS TO BE COVERED WITH MULCH

AS INDICATED IN NOTE 32.

43. FERTILIZER FOR THE ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE 10-10-10 APPLIED AT A RATE OF 14 LBS./1,000 SQ.

FT. OR AS DETERMINED BY SOILS TESTING. LIMESTONE FOR TEMPORARY SEEDING SHALL BE APPLIED AT A RATE OF 135 LBS./1,000 SQ. FT.

44. THE DISTRICT SHALL BE REPRESENTED AT THE PROJECT PRE-CONSTRUCTION MEETING WITH THE TOWNSHIP ENGINEER, CONTRACTORS AND UTILITY REPRESENTATIVES. IF THE TOWNSHIP ENGINEER DOES NOT SCHEDULE A PRE-CONSTRUCTION MEETING, IT IS THE RESPONSIBILITY OF THE

OWNER/APPLICANT TO SCHEDULE ONE PRIOR TO ANY LAND DISTURBANCE.

45. FAILURE OF THE AFOREMENTIONED PLAN SHALL NOT RELIEVE THE APPLICANT OF ANY OF ITS RESPONSIBILITIES RELEVANT TO THE APPROPRIATE STATUTES. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE DISTRICT IN THE EVENT OF

ANY UNFORESEEN PROBLEMS DURING CONSTRUCTION.

46. IF SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY OR PERMANENT SEEDING, EXPOSED AREAS SHALL BE STABILIZED WITH MULCH. MULCH IS TO CONSIST OF SALT HAY OR SMALL GRAIN STRAW APPLIED AT A RATE OF 70 TO 90 LBS. PER 1,000 SQ. FT. MULCH SHALL BE SECURED BY APPROVED

METHODS (LIQUID MULCH BINDER, CRIMPING, PEG AND TWINE).

47. IN AREAS WITHOUT DOWNSLOPE SEDIMENT CONTROLS, SLOPES EXCEEDING 15 PERCENT GRADIENT SHALL BE PROTECTED WITHIN 48 HOURS OF SOIL EXPOSURE BY SPECIAL TREATMENT, SUCH AS WATER DIVERSION BERMS, SODDING OR DEPARTMENT-APPROVED MULCH NETTING, IN ACCORDANCE WITH

THE "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL.

48. TOPSOIL SHALL BE APPLIED IN A UNIFORM APPLICATION TO AND AVERAGE DEPTH OF 4" MINIMUM OF 2", FIRMED IN PLACE TO BE IN ACCORDANCE WITH REVISED SECTION 8 OF THE STANDARDS. IMPORTED TOPSOIL SHALL HAVE A MINIMUM ORGANIC MATTER OF 2.75%. THE ORGANIC MATTER CONTENT MAY

BE RAISED BY ADDITIVES.

49. SOIL DE-COMPACTION AND TESTING REQUIREMENTS SHOULD NOT BE NECESSARY. SUBGRADE FOR ALL SEEDED AREAS SHALL BE TILLED AND/OR LOOSENED TO A MINIMUM DEPTH OF 6" PER THE SPECIFICATIONS WHERE TRENCH RESTORATION IS NOT BEING PERFORMED.

50. THE SOIL RESTORATION AREA IS APPROXIMATELY 19,000 SF / 0.44 ACRES. THIS AREA OF THE PROJECT PROPOSES TO TILL THE SUBGRADE, TOPSOIL, FERTILIZE, AND SEED THIS AREA. THE EXISTING CULTIVATED FIELDS WITHIN THE LIMIT OF DISTURBANCE WILL BE CONVERTED TO GRASSED ATHLETIC FIELDS WITH THE EXCEPTION OF PARKING AREAS, SITE DRIVEWAY, PATHS AND STONE AREAS. SOIL COMPACTION TESTING SHOULD NOT BE NECESSARY

FOR THIS PROJECT.

DUST CONTROL:

DUST CONTROL SHALL BE IN ACCORDANCE WITH PAGE 4.10.1 OF THE NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL. THE FOLLOWING

METHODS SHALL BE USED FOR CONTROLLING DUST:

1. APPLICATION OF MULCH AND/OR VEGETATIVE COVER AS SPECIFIED IN "SEEDING, LIMING, FERTILIZING AND MULCHING RATES" ON THIS SHEET.

2. TILLAGE TO ROUGHEN THE SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED

BEFORE SOIL BLOWING STARTS. PROCEED FROM THE WINDWARD SIDE OF THE SITE WITH CHISEL TOOTH PLOWS, 12 INCHES APART, OR SPRING TOOTH

HARROWS.

3. SPRINKLING OF SITE UNTIL SURFACE IS WET. SPRINKLING SHOULD BE DONE PERIODICALLY THROUGHOUT THE CONSTRUCTION PERIOD AS REQUIRED TO

CONTROL DUST.

SOIL COMPACTION TESTING REQUIREMENTS

1. SUBGRADE SOILS PRIOR TO THE APPLICATION OF TOPSOIL (SEE PERMANENT SEEDING AND STABILIZATION NOTES FOR TOPSOIL REQUIREMENTS) SHALL BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0 INCHES TO ENHANCE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER.

2. AREAS OF THE SITE WHICH ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLY DENOTED ON THE CERTIFIED SOIL EROSION

CONTROL PLAN - THIS WOULD BE ACCESS ENTRANCE & TOPSOIL STORAGE AREAS.

3. COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. A COPY OF THE PLAN OR PORTION OF THE PLAN SHALL BE USED TO MARK LOCATIONS OF TESTS, AND ATTACHED TO THE COMPACTION REMEDIATION FORM, AVAILABLE FROM THE LOCAL SOIL CONSERVATION DISTRICT. THIS FORM MUST BE FILLED OUT AND SUBMITTED PRIOR TO RECEIVING A CERTIFICATE OF COMPLIANCE FROM THE DISTRICT.

4. IN THE EVENT THAT TESTING INDICATES COMPACTION IN EXCESS OF THE MAXIMUM THRESHOLDS INDICATED FOR THE SIMPLIFIED TESTING METHODS (SEE DETAILS BELOW), THE CONTRACTOR/OWNER SHALL HAVE THE OPTION TO PERFORM EITHER (1) COMPACTION MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTED ON THE PLAN (EXCLUDING EXEMPT AREAS), OR (2) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE COMPACTION WHEREUPON ONLY THE EXCESSIVELY COMPACTED AREAS WOULD REQUIRE COMPACTION MITIGATION. ADDITIONAL DETAILED

TESTING SHALL BE PERFORMED BY A TRAINED, LICENSED PROFESSIONAL.

COMPACTION TESTING METHODS

A. PROBING WIRE TEST (SEE DETAIL)

B. HAND-HELD PENETROMETER TEST (SEE DETAIL)

C. TUBE BULK DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED)

D. NUCLEAR DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED)NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE A DRY WEIGHT, SOIL BULK DENSITY MEASUREMENT MAY BE ALLOWED SUBJECT TO DISTRICT

APPROVAL.

SOIL COMPACTION TESTING IS NOT REQUIRED IF/WHEN SUBSOIL COMPACTION REMEDIATION (SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) OR SIMILAR)

IS PROPOSED AS PART OF THE SEQUENCE OF CONSTRUCTION.

PROCEDURES FOR SOIL COMPACTION MITIGATION

PROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSOIL AND ESTABLISHMENT OF PERMANENT

VEGETATIVE COVER.

RESTORATION OF COMPACTED SOILS SHALL BE THROUGH DEEP SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). IN THE ALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED

PROFESSIONAL ENGINEER MAYBE SUBSTITUTED SUBJECT TO DISTRICT APPROVAL.

SOIL COMPACTION N.T.S

SILT FENCE N.T.S

SOIL EROSION FABRIC N.T.S

STOCKTON PARK SITE

IMPROVEMENTS

PENNSAUKEN TOWNSHIP

CAMDEN COUNTY, NEW JERSEY

DRAWN: DESIGNED: DATE:

SCALE:FILE:

PLAN NAME:

SHEET NUMBER:

NO. REVISION AND DATE

PROJECT #:

815 East Gate Drive - Suite 103 Mount Laurel, New Jersey 08054-3415

Tel. 856-235-7170 Fax 856-273-9239

CERTIFICATE OF AUTHORIZATION

NUMBER: 24GA27974500

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JOSEPH HIRSH

N.J. PROFESSIONAL ENGINEER

No. GE-46422

NO.

GE 46422

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S EPH HIRSH

* L I C E N S E D *

PROFESSIONAL ENGIN

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PLAN

PROFILE

CONSTRUCTION ENTRANCE N.T.S

TREE PROTECTION N.T.S