penneast pipeline company, llc - new jersey...penneast pipeline project. a issued for njdep 07/2019...

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PROFESSIONAL ENGINEER

N.J. LIC. NO. 24GE04551700

SIGNATURE DATE

JOHN R. DENING

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS

NO. DESCRIPTION DATE DRAWN CK APPR

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THIS DRAWING IS THE PROPERTY OF PENNEAST PIPELINE COMPANY, LLC ("P.E."). IT MAY CONTAIN INFORMATION

DESCRIBING TECHNOLOGY OWNED BY P.E. AND DEEMED TO BE COMMERCIALLY SENSITIVE. IT IS TO BE USED ONLY IN

CONNECTION WITH WORK PERFORMED FOR P.E. REPRODUCTION IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN

WORK FOR P.E. IS EXPRESSLY FORBIDDEN EXCEPT BY EXPRESS WRITTEN PERMISSION OF P.E. IT IS TO BE SAFEGUARDED

A G A I N S T B O T H D E L I B E R A T E A N D I N A D V E R T E N T D I S C L O S U R E T O A N Y T H I R D P A R T Y .

PREPARED FOR

CERTIFICATE NO. 24GA28016600

111 WOOD AVENUE SOUTH, ISELIN, NJ, 08830

PREPARED BY

GENERAL NOTES:

1. THIS PLAN SET CONTAINS INFORMATION FOR GRADING, DRAINAGE, SITE LAYOUT AND THE SOIL

EROSION AND SEDIMENT CONTROL(SESC) PLANS PREPARED FOR THE NEW JERSEY DEPARTMENT

OF ENVIRONMENTAL PROTECTION(NJDEP). THIS IS A PERMIT DOCUMENT ONLY. ADDITIONAL

PLANS AND DOCUMENTATION ARE REQUIRED FOR CONSTRUCTION OF PROPOSED PROJECT.

2. FULL SIZE SHEETS OF THIS PLAN SET MAY BE PRINTED OUT ON 24"x36" SHEETS. REPRODUCTION

AT DIFFERENT SIZES SHALL RESULT IN DIFFERENT SCALES.

REFERENCE (ALL SHEETS):

1. EXISTING CONTOURS SHOWN WERE SURVEYED BY MOTT MACDONALD, 2015 THRU 2019.

ADDITIONAL EXISTING CONTOURS WERE PROVIDED BY PICTOMETRY, 2015 AND SUPPLEMENTED

FROM USGS.

2. SITE TOPOGRAPHIC AND FEATURE SURVEY PERFORMED BY MOTT MACDONALD 2015 THRU 2019.

3. PROPERTY INFORMATION ON THIS PLAN BASED ON GIS TAX MAP DATA AND RECTIFIED PROPERTY

LINES AND ARE NOT THE RESULT OF A BOUNDARY SURVEY.

4. WETLAND AND WATERBODY DELINEATION SURVEYS COMPLETED BY AMY S. GREEN

ENVIRONMENTAL CONSULTANTS.

5. THE HORIZONTAL COORDINATE SYSTEM IS THE NEW JERSEY STATE PLANE COORDINATE SYSTEM

(NAD83) AND VERTICAL DATUM IS THE NORTH AMERICAN DATUM OF 1988 (NAVD88).

08/01/2019

DWG. NO.

REV.

NO.

DRAWN BY

CHECKED BY

APPROVED BY

SCALE

DATE ISSUED

APPROVED BY

PENNEAST PIPELINE COMPANY, LLC

TRANSCO INTERCONNECT

HOPEWELL TOWNSHIP

MERCER COUNTY, NJ

PROPOSED 36"

PENNEAST PIPELINE

TRANSCO

INTERCONNECT

LOCATION

LAT: N40° 18' 58.95"

LONG: W74° 46' 21.36"

LOCATION MAP

SCALE: 1" =2000'

USGS QUAD: PENNINGTON, NJ

CALL BEFORE YOU DIG!

NEW JERSEY LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING DAYS IN

DESIGN STAGE - STOP CALL

NEW JERSEY ONE CALL SYSTEM INC.

1-800-272-1000

TRANSCO

INTERCONNECT

LOCATION

LAT: N40° 18' 58.95"

LONG: W74° 46' 21.36"

DRAWING INDEXSHT. NO. DESCRIPTION027-03-01-001 COVER SHEET027-03-02-001 GENERAL NOTES027-03-03-001 EXISTING CONDITIONS & DEMOLITION PLAN027-03-03-002 GRADING, DRAINAGE AND SITE LAYOUT PLAN027-03-03-003 SITE SECTIONS027-03-03-004 SOIL EROSION AND SEDIMENT CONTROL PLAN027-03-04-001 -027-03-04-004 CONSTRUCTION DETAILS

027-03-05-001 -027-03-05-002 SESC GENERAL NOTES

027-03-05-003 SESC TYPICAL DETAILS

SITE SURVEY PROJECTED COORDINATES INFORMATION:

HORIZONTAL - NAD83, US SURVEY FT

VERTICAL - NAVD88, US SURVEY FT

PROPOSED 36"

PENNEAST PIPELINE

LEGEND:

PROPOSED PIPELINE

(PENNSYLVANIA)

PROPOSED PIPELINE

(NEW JERSEY)

PROPOSED 12"

GILBERT LATERAL

PROPOSED 36"

LAMBERTVILLE LATERAL

MERCER COUNTY, NEW JERSEY


COVER SHEET

PENNEAST PIPELINE PROJECT

A ISSUED FOR NJDEP 07/2019 DOW PZ JRD

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N.J. LIC. NO. 24GE04551700

SIGNATURE DATE

JOHN R. DENING

REVISIONS


CLIENT APPROVAL

DATE

DWG. NO.

REV.

NO.

DRAWN BY

CHECKED BY

APPROVED BY

SCALE

DATE ISSUED

APPROVED BY

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PREPARED FOR



PREPARED BY

08/01/2019





GENERAL NOTES

1. ALL ELEVATIONS ON DRAWINGS ARE BASED ON NAVD 1988, TO CONVERT TO NGVD 1929 ADD 0.98'.

2. ALL CONSTRUCTION SHALL BE WITHIN RIGHT-OF-WAY, EASEMENT AND/ OR TEMPORARY CONSTRUCTION

EASEMENT LIMITS. CONSTRUCTION ACTIVITY, STORAGE, STOCKPILING AND ACCESS SHALL NOT TAKE

PLACE ON PRIVATE PROPERTY UNLESS SUCH ARRANGEMENTS HAVE BEEN MADE BY CONTRACTOR.

3. THE CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING TREES IN THE PROJECT AREA FROM

DAMAGE DUE TO HIS CONSTRUCTION ACTIVITIES TO THE GREATEST EXTENT POSSIBLE. THE

CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM THE OWNER AND/OR THE ENGINEER

PRIOR TO REMOVAL OF ANY TREES GREATER THAN 6-INCHES IN DIAMETER OR OF SUBSTANTIAL

CONCERN.

4. THE CONTRACTOR SHALL NOTIFY THE OWNER, ENGINEER AND AFFECTED PROPERTY OWNERS OF

CONSTRUCTION ACTIVITIES IMPEDING ACCESS OR OPERATIONS PRIOR TO COMMENCING

CONSTRUCTION ACTIVITIES.

5. THE CONTRACTOR SHALL DIG TEST PITS AS NECESSARY AND AS INDICATED ON THE PLANS WELL IN

ADVANCE OF CONSTRUCTION ACTIVITY TO LOCATE EXISTING UTILITIES. THE LOCATIONS AND

ELEVATIONS OF ALL EXISTING PIPES ARE ESTIMATED AND THE CONTRACTOR SHALL DIG THE

NECESSARY TEST PITS TO ACCURATELY DETERMINE THE POSITION OF THE EXISTING PIPES AS

REQUIRED TO COMPLETE CONSTRUCTION OF THE NEW STRUCTURES AND PIPING.

6. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCING

CONSTRUCTION ACTIVITIES. THE REQUIREMENTS DETAILED IN THE STANDARDS FOR SOIL EROSION AND

SEDIMENT CONTROL IN NEW JERSEY SHALL BE STRICTLY COMPLIED WITH. THIS INCLUDES PROVISIONS

FOR MINIMIZING EROSION, INSTALLING AND MAINTAINING SEDIMENT TRAPS AT STORM DRAIN INLETS,

STREET SWEEPING AND PROTECTING STOCKPILED SOIL FROM EROSION. ALL NECESSARY EROSION AND

SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO COMMENCING EXCAVATION AND SHALL

BE MAINTAINED DURING THE CONSTRUCTION PERIOD AND LEFT IN PLACE UNTIL THE AREA IS

STABILIZED.

7. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES WITH THE HOPEWELL

TOWNSHIP POLICE DEPARTMENT WITH REGARD TO ANY ROAD CLOSING AND/OR TRAFFIC DETOURS AND

SHALL COMPLY WITH ALL REQUIREMENTS OF THE TOWNSHIP AND MERCER COUNTY, AS APPROPRIATE.

8. ANY EXISTING UTILITY THAT IS IN CONFLICT WITH THE NEW CONSTRUCTION SHALL BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE ENGINEER AND SHALL BE RELOCATED AS REQUIRED TO AVOID

CONFLICT. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF EXISTING GAS AND WATER

MAINS AND SERVICES WITH THE RESPECTIVE UTILITY COMPANIES, PAYMENTS FOR WHICH WILL BE

MADE IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.

9. ALL PIPE LENGTHS SHOWN AND INDICATED ON THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR

SHALL PROVIDE PIPING AS REQUIRED.

10. ALL PROFILES INDICATE APPROXIMATE GROUND ELEVATIONS. ALL RIM AND GRATE ELEVATIONS SHOWN

AND INDICATED ARE APPROXIMATE AND SHALL BE ADJUSTED AS NECESSARY TO MEET ACTUAL FIELD

CONDITIONS.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING A MARK OUT OF ALL UTILITIES PRIOR TO

STARTING WORK OR ORDERING MATERIALS. THE CONTRACTOR SHALL ALSO CONTACT THE NEW

JERSEY ONE CALL PROGRAM (1-800-272-1000) AT LEAST 72 HOURS PRIOR TO EXCAVATION.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYING OUT THE NEW STORM SEWER PIPES PRIOR TO

COMMENCING CONSTRUCTION OR PLACING MATERIAL ORDERS. THE CONTRACTOR IS ALERTED THAT

UPON COMPLETION OF LAYOUT, FINAL ADJUSTMENTS IN THE ALIGNMENT, LENGTH AND QUANTITY OF

NEW PIPING AND STRUCTURES WILL BE MADE BY THE OWNER AND/ OR ENGINEER TO BEST SUIT FIELD

CONDITIONS AND TO AVOID EXISTING TREES, UTILITIES AND STRUCTURES AS REQUIRED.

13. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE IN AND AROUND EXISTING UTILITIES AND SHALL

PROTECT EXISTING UTILITIES FROM DAMAGE OR SERVICE INTERRUPTION AS REQUIRED.

14. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STATE OF NEW JERSEY CONSTRUCTION SAFETY

ACT, THE HIGH VOLTAGE PROXIMITY ACT AND ALL OTHER LOCAL, STATE AND FEDERAL SAFETY

REGULATIONS.

15. ALL EXISTING SURFACE FEATURES OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) THAT ARE DAMAGED,

DISTURBED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED OR RESTORED IN KIND. NO

ADDITIONAL PAYMENT WILL BE MADE FOR SURFACE RESTORATION WORK OUTSIDE THE LOD.

16. PRIOR TO THE START OF CONSTRUCTION, A DETAILED CONSTRUCTION SCHEDULE SHALL BE SUBMITTED

BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.

17. SHEETING MUST BE DESIGNED AND USED IN ACCORDANCE WITH APPLICABLE STANDARDS AND AS

NOTED IN THE SPECIFICATIONS.

18. THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH THE OWNER AND/OR ENGINEER

CONCERNING STOCKPILING AND STORAGE OF MATERIALS AND EQUIPMENT FOR CONSTRUCTION.

19. THE CONTRACTOR SHALL NOT DISCHARGE SOIL, CONSTRUCTION DEBRIS OR WASTE MATERIALS INTO

THE SEWERS.

20. THE CONTRACTOR SHALL RESTORE DRIVEWAY PAVEMENT, SIDEWALK AND CURBING DISTURBED, IF

ANY, BY HIS CONSTRUCTION ACTIVITIES TO MEET EXISTING CONDITIONS. THE CONTRACTOR SHALL

TAKE STEPS NECESSARY TO PROTECT AND PRESERVE EXISTING IMPROVEMENTS AND MINIMIZE THE

QUANTITY TO BE RESTORED.

21. SURFACE FEATURES, INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, CURB CUTS, DRIVEWAYS, UTILITY

POLES, AND SIGNS, ARE GENERALLY NOT SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE

FOR VERIFYING ALL SURFACE FEATURES AS NECESSARY PRIOR TO COMMENCING CONSTRUCTION

ACTIVITIES.

22. UTILITIES SHOWN ARE BASED UPON AVAILABLE INFORMATION, AND ARE SHOWN FOR INFORMATION

ONLY. LOCATIONS AND ELEVATIONS ARE NOT GUARANTEED AS TO ACCURACY. ACTUAL LOCATIONS

MUST BE VERIFIED BY TEST PITS IN THE FIELD BY THE CONTRACTOR.

23. ALL OPEN TRENCHES MUST BE SUITABLY COVERED AT THE END OF THE DAILY CONSTRUCTION ACTIVITY

AND/OR WHEN CONSTRUCTION ACTIVITY IS NOT BEING UNDERTAKEN AT THAT LOCATION, TO MEET ALL

APPLICABLE SAFETY REQUIREMENTS. IF STEEL PLATES ARE USED TO COVER TRENCHES, THE STEEL

PLATES SHALL BE FLUSH WITH THE ADJACENT PAVEMENT AND/OR GRADE AND SUITABLY RESTRAINED.

24. THE CONTRACTOR SHALL ADEQUATELY PROTECT ALL EXISTING PIPELINES, POLES, AND STRUCTURES

DURING THE INSTALLATION OF NEW WORK. THE COST TO PROVIDE THIS PROTECTION SHALL BE BORNE

BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF

THE CONTRACTOR, AND ALL COSTS SHALL BE BORNE BY THE CONTRACTOR.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL EXCESS EXCAVATED

MATERIAL, AS APPLICABLE, TO AN APPROVED OFF-SITE LOCATION AT NO ADDITIONAL COST TO THE

OWNER.

26. THE CONTRACTOR SHALL OBTAIN AN "OPENING PERMIT NOTIFICATION" FROM THE GAS COMPANY IN

ACCORDANCE WITH STATE STATUTE AND SHALL FILE SAID NOTIFICATION WITH THE OWNER PRIOR TO

ANY EXCAVATION.

27. TRAFFIC CONTROL ON MUNICIPAL ROADS SHALL BE UNDER THE JURISDICTION OF THE HOPEWELL

TOWNSHIP POLICE DEPARTMENT. DETOURING OF TRAFFIC SHALL BE KEPT TO A MINIMUM AND SHALL BE

SUBJECT TO PRIOR APPROVAL OF LOCAL OFFICIALS (FIRE, POLICE, ETC.). UNIFORMED OFF DUTY

POLICE TRAFFIC CONTROL OFFICERS SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR (REFER

TO THE ALLOWANCE ITEM IN THE SPECIFICATIONS.

28. ALL TRENCHES SHALL BE BACKFILLED WITHOUT DELAY AT THE END OF DAY'S WORK. OPEN TRENCHES

SHALL BE KEPT TO A MINIMUM. OPEN TRENCHES SHALL BE STEEL PLATED. UPON BACKFILLING, THE

CONTRACTOR SHALL BROOM-SWEEP STREETS, USE APPROPRIATE METHODS TO CONTROL DUST, AND

HOSE DOWN THE PAVEMENT TO KEEP SURFACE CLEAN.

29. UNLESS OTHERWISE SPECIFICALLY PERMITTED, NO WORK SHALL BE DONE OUTSIDE OF THE WORK

HOURS SPECIFIED IN THE CONTRACT SPECIFICATIONS. IF IT SHALL BECOME ABSOLUTELY NECESSARY

TO PERFORM WORK AT NIGHT, OR IF REQUIRED BY THE SPECIAL CONDITIONS, THE ENGINEER SHALL BE

INFORMED IN ADVANCE. GOOD LIGHTING AND ALL OTHER NECESSARY FACILITIES FOR PROPER

EXECUTION AND INSPECTION OF THE WORK SHALL BE PROVIDED. THE CONTRACTOR SHALL ALSO

COMPLY WITH ALL STATE AND LOCAL LAWS GOVERNING HOURS DURING WHICH CONSTRUCTION

EQUIPMENT MAY BE OPERATED.

30. THE LOCATION OF THE RIGHT-OF-WAY LINES, PROPERTY LINES, EXISTING PERMANENT EASEMENT

LINES, AND PROPOSED TEMPORARY AND PERMANENT EASEMENT LINES SHOWN ON THE DRAWINGS ARE

APPROXIMATE. THESE LINES ARE ADDED BASED ON BEST AVAILABLE INFORMATION AND THEIR

ACCURACY CANNOT BE GUARANTEED. CONTRACTOR TO CONFIRM ALL PROPERTY LINES, EXISTING

PERMANENT EASEMENT LINES, AND PROPOSED TEMPORARY AND PERMANENT EASEMENT LINES

BEFORE BEGINNING ANY CONSTRUCTION WORK. ALL CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO

WITHIN THE RIGHT-OF WAY, EXISTING PERMANENT EASEMENTS, AND PROPOSED TEMPORARY AND

PERMANENT EASEMENTS, AS SHOWN ON THE DRAWINGS.

31. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL NOTIFY HOPEWELL TOWNSHIP WATER AND

SEWER AUTHORITY.

32. ALL WORK SHALL BE IN CONFORMANCE WITH OSHA CONFINED SPACE REGULATIONS.

33. FILTER BAGS AND HAY BALE FILTERS SHALL BE INSTALLED AS NECESSARY TO PREVENT SILT

TRANSPORTATION FROM TRENCH DEWATERING OPERATIONS TO ALL AREAS. ALL DISCHARGE OF

WATER FROM DEWATERING OPERATIONS SHALL BE MADE TO EXISTING STORM DRAINAGE FACILITIES

THROUGH FILTRATION DEVICES.

34. EXCAVATIONS SHALL BE SHEETED AND BRACED AS NECESSARY TO COMPLY WITH ALL APPLICABLE

LABOR REGULATIONS AND TO PROTECT EXISTING UTILITIES. REFER TO SPECIFICATIONS FOR FURTHER

DETAIL.

35. BUILDING SERVICE CONNECTIONS SHALL NOT BE OUT OF SERVICE FOR PROLONGED PERIODS OF TIME

DURING CONSTRUCTION, ESPECIALLY OVERNIGHT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY BACKUPS THAT MAY OCCUR DUE TO HIS OPERATIONS.

36. THE CONTRACTOR SHALL BE REQUIRED TO VISIT THE SITE OF WORK PRIOR TO PREPARING HIS BID IN

ORDER TO COMPLETELY FAMILIARIZE HIMSELF WITH THE DIFFICULTIES RELATED TO THE PROJECT.

37. THE CONTRACTOR SHALL PROVIDE FOR DEWATERING THE CONSTRUCTION SITE AS REQUIRED TO

PROPERLY CONSTRUCT ALL STRUCTURES IN THE DRY. THE CONTRACTOR SHALL FURNISH, INSTALL,

AND MAINTAIN SAFE AND ADEQUATE TEMPORARY RELIEF MEASURES AGAINST HYDROSTATIC UPLIFT

DUE TO A HIGH WATER LEVEL, IF ENCOUNTERED, FOR THE DURATION OF THE WORK UNTIL THE

NECESSARY CONSTRUCTION IS COMPLETED.

38. CERTAIN UNFORESEEN CONDITIONS SHOULD BE EXPECTED TO OCCUR AND SUCH CONDITIONS WILL

REQUIRE CLOSE INTERACTION BETWEEN THE OWNER, ENGINEER, AND CONTRACTOR IN ORDER TO

RESOLVE PROBLEMS. EVERY EFFORT IS TO BE MADE TO RESOLVE SUCH PROBLEMS IN A TIMELY

MANNER CONSISTENT WITH GOOD ENGINEERING AND CONSTRUCTION PRACTICE AND ECONOMIES OF

BOTH TIME AND MONEY TO THE SATISFACTION OF ALL PARTIES CONCERNED.

39. IT IS THE INTENT OF THE CONTRACT DRAWINGS TO PROVIDE DETAILED GUIDANCE AS TO WHAT MUST BE

CONSTRUCTED. HOWEVER, THE METHOD OF CONSTRUCTION IS THE RESPONSIBILITY OF THE

CONTRACTOR. PRIOR TO BIDDING, THE CONTRACTOR IS ADVISED TO REVIEW THE CONTRACT

DRAWINGS SO TO ASSURE HIMSELF TO THE COMPLETENESS AND COORDINATION OF THE WORK TO BE

BUILT.

40. THE CONTRACTOR IS FULLY RESPONSIBLE FOR SITE SAFETY AND SECURITY.

41. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ABIDE BY THE CONDITIONS THEREIN.

42. THE CONTRACTOR IS REQUIRED TO SUBMIT DETAILED PLANS FOR THE MAINTENANCE OF TRAFFIC FOR

EACH PHASE OF WORK PRIOR TO ALTERING ANY TRAFFIC PATTERNS.

43. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND MAINTAIN TEMPORARY UTILITY

CONNECTIONS ON SITE DURING CONSTRUCTION.

44. THE CONTRACTOR SHALL PROVIDE LAVATORY FACILITIES SUITABLY SCREENED FROM PUBLIC VIEW FOR

WORKERS.

45. THE CONTRACTOR IS REFERRED TO THE PERMITTING PLAN SET FOR ADDITIONAL INFORMATION

REGARDING ALLOWABLE ACTIVITIES.

SITE CIVIL GENERAL NOTES:

DETENTION BASIN AND GROUNDWATER RECHARGE AREA

MONTHLY INSPECTION:

· PERFORM A VISUAL INSPECTION OF THE DETENTION BASINS TO CHECK FOR ACCUMULATED

TRASH OR SEDIMENT DEPOSITION ON THE BASIN FLOOR.

· CHECK FOR STANDING WATER ON BASIN FLOOR.

· CHECK LOW FLOW ORIFICES AND EMERGENCY SPILLWAYS FOR ACCUMULATED TRASH.

· PERFORM A VISUAL INSPECTION TO CONFIRM THE FENCE AROUND THE BASIN IS IN GOOD

CONDITION, AND THAT THERE ARE NO DAMAGES THAT WILL ALLOW UNDESIRABLE ENTRY.

QUARTERLY INSPECTION:

· CHECK FOR EROSION AND BARE SPOTS ALONG THE EMBANKMENT. AND FORMATION OF RILLS OR

GULLIES.

· INSPECT THE BASIN AFTER A RAINFALL EVENT TO MAKE SURE THAT RUNOFF DRAINS DOWN

WITHIN 72 HOURS.

PREVENTIVE MAINTENANCE:

· VEHICLES SHOULD NOT BE PARKED OR DRIVEN ON AN RECHARGE AREA, AND CARE SHALL BE

TAKEN TO AVOID EXCESSIVE COMPACTION OF THE BASIN FLOOR.

· ALL COMPONENTS OF THE DETENTION BASINS SHALL BE KEPT IN WORKING ORDER.

· REMOVE ANY SEDIMENT DEPOSITS AND RESEED EMBANKMENTS AS NECESSARY.

· ENTRY OF SEDIMENT-LADEN RUNOFF TO DETENTION BASINS SHALL BE PREVENTED AT ALL

TIMES.

· CLEAN OUTLET CONTROL STRUCTURE AT LEAST TWICE A YEAR.

· CHECK OUTLET CONTROL STRUCTURES FOR CRACKING, SPALLING OR OTHER DETERIORATION.

CORRECTIVE MAINTENANCE:

· PROMPTLY REMOVE ANY ACCUMULATED SEDIMENT FROM DETENTION BASIN BOTTOM.

· REMOVE DEBRIS FROM THE GRATES AND TRASH RACKS OF OUTLET CONTROL STRUCTURES,

AND CHECK PIPING FOR ANY OBSTRUCTIONS.

· REPAIR ANY BROKEN FACILITIES OR DEFECTIVE JOINTS.

· THE VEGETATION ALONG THE EMBANKMENT OF THE DETENTION BASINS SHALL BE MAINTAINED IN

GOOD CONDITION, AND ANY BARE SPOTS SHALL BE PROMPTLY REVEGETATED.

· IF THE RECHARGE AREA DOES NOT DRAIN DOWN WITHIN 72 HOURS, ROTOTILL THE BASIN INVERT

IF NECESSARY TO RESTORE THE DETENTION RATE.

· PROMPTLY REPAIR AND DAMAGES OBSERVED IN THE PERIMETER FENCE.

DRAINAGE STRUCTURES AND PIPING

MONTHLY INSPECTION:

· PERFORM A VISUAL INSPECTION TO CHECK ACCUMULATED TRASH OR DEBRIS IN THE DRAINAGE

STRUCTURES.

QUARTERLY INSPECTION:

· CHECK FOR SETTLEMENT NEAR DRAINAGE STRUCTURES.

PREVENTIVE MAINTENANCE:

· REMOVE ANY TRASH, LEAVES, OR DEBRIS FROM INLET GRATES.

CORRECTIVE MAINTENANCE:

· IF ANY SETTLEMENT IS OBSERVED NEAR DRAINAGE STRUCTURES, THE STRUCTURE AND

CONNECTING PIPES SHALL BE TV INSPECTED PROMPTLY TO IDENTIFY ANY BURIED STRUCTURE

DAMAGE. IF BURIED STRUCTURE DAMAGE IS OBSERVED, THE STRUCTURE AND/ OR CONNECTING

PIPES SHALL BE REPLACED AS NECESSARY.

RESPONSIBLE PARTY:

IN THE EVENT THE OPERATOR RESPONSIBILITIES ARE TRANSFERRED TO ANOTHER

ENTITY, THE CURRENT OPERATOR SHALL, WITHIN THIRTY (30) DAYS PRIOR TO

TRANSFER, NOTIFY THE TOWNSHIP AND NJDEP OF SUCH TRANSFER.

CONTACT INFORMATION OF CURRENT OPERATOR:

NAME - PENNEAST PIPELINE COMPANY, LLC

ADDRESS - 835 KNITTING MILLS WAY, WYOMISSING PA 19610

PHONE NUMBER - 610-373-7999

OPERATION & MAINTENANCE OF STORMWATER MANAGEMENT FACILITIES:

UTILITY CONTACTS:

CORPORATE SECRETARY

AT&T

1 AT&T WAY

BEDMINSTER, NJ 07921

CORPORATE SECRETARY

VERIZON

540 BROAD STREET

NEWARK, NJ 07101

COMCAST CABLE

940 PROSPECT STREET

TRENTON, NJ 08618

ELIZABETHTOWN GAS COMPANY

PO BOX 3175

UNION, NJ 07083-1975

CORPORATE SECRETARY

ELSA

600 WHITEHEAD ROAD

LAWRENCEVILLE, NJ 08648

JERSEY CENTRAL POWER & LIGHT

C/O GPU SER TAX

PO BOX 1911

MORRISTOWN, NJ 07962-1911

PUBLIC SERVICE ELECTRIC & GAS

MANAGER-CORPORATE PROPERTIES

80 PARK PLAZA, T6B

NEWARK, NJ 07102

CORPORATE SECRETARY

TRENTON WATER COMPANY

PO BOX 528

TRENTON, NJ 08604

DONNA SHORT, GIS SUPERVISOR

NJ AMERICAN WATER CO. INC.

1025 LAUREL OAK RD

VOORHEES, NJ 08043

SUN PIPE LINE/ RIGHT OF WAY DEPT.

MONELLO COMPLEX

525 FRITZTOWN RD

SINKING SPRINGS, PA 19608

CORPORATE SECRETARY

TRANSCONTINENTAL GAS PIPE LINE

2800 POST OAK BLVD

HOUSTON, TX 77251-1396

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A

S

E

M

E

N

T

EXISTING STRUCTURE

TO BE REMOVED

EXISTING FENCE WITHIN

WORKSPACE TO

BE REMOVED

WETLAND

021617_BR_1001_PEM

PROPOSED FACILITY

PERMANENT EASEMENT

WETLAND

021617_BR_1004_PEM

EXISTING ROADSIDE

SWALE

EXISTING CULVERT

2

0

0

'

2

0

0

'

2

0

0

'

2

0

1

'

1

9

9

'

2

0

1

'

1

9

9

'

1

9

8

'

1

9

7

'

2

0

5

'

2

0

4

'

2

0

3

'

2

0

6

'

207'

208'

209'

2

0

2

'

2

0

3

'

202'

2

0

1

'

2

0

0

'

1

9

9

'

PE-ME-086.000

BLOCK: 72

LOT: 9

PE-ME-095.000

BLOCK: 72

LOT: 6.03

PE-ME-094.000

BLOCK: 72

LOT: 6.04

PE-ME-A156.000

BLOCK: 72

LOT: 6.051

PE-ME-A155.000

BLOCK: 72

LOT: 6.17

PE-ME-096.000

BLOCK: 72

LOT: 6.16

PROPOSED FACILITY

LIMIT OF DISTURBANCE

PROPOSED PIPELINE


N

⅊

⅊

⅊

⅊⅊


N.J. LIC. NO. 24GE04551700

SIGNATURE DATE

JOHN R. DENING

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS


REFERENCE:

1. EXISTING CONTOURS SHOWN WERE SURVEYED BY MOTT MACDONALD, 2015 THRU 2019. ADDITIONAL

EXISTING CONTOURS WERE PROVIDED BY PICTOMETRY, 2015 AND SUPPLEMENTED FROM USGS.


3. PROPERTY INFORMATION ON THIS PLAN BASED ON GIS TAX MAP DATA AND RECTIFIED PROPERTY LINES

AND ARE NOT THE RESULT OF A BOUNDARY SURVEY.

4. WETLAND AND WATERBODY DELINEATION SURVEYS COMPLETED BY AMY S. GREEN ENVIRONMENTAL

CONSULTANTS.



LOCATION MAP

SCALE: 1" = 15 MILES

DWG. NO.

REV.

NO.

DRAWN BY

CHECKED BY

APPROVED BY

SCALE

DATE ISSUED

APPROVED BY

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\F

AC

IL

IT

IE

S\D

RA

FT

IN

G\0

13

- C

- P

LA

N &

P

RO

FIL

ES

\F

ED

ER

AL

_C

IT

Y\IN

TE

RC

ON

NE

CT

\0

27

-0

3-0

3-0

01

.D

WG

W

AT

73

65

7






PREPARED FOR



PREPARED BY

08/01/2019

⅊

PROPOSED

TRANSCO

INTERCONNECT

LOCATION

40° 18' 58.95" N

74° 46' 21.36" W


USGS QUAD: PENNINGTON, NEW JERSEY

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊⅊

B

L

A

C

K

W

E

L

L

R

O

A

D

PROPOSED 36"

PENNEAST PIPELINE

LEGENDS

PROPOSED

PROPOSED PIPELINE LIMITS OF DISTURBANCE

(REFER TO MAINLINE SESC PLAN)

PROPOSED PIPELINE PERMANENT EASEMENT

PROPOSED FACILITY PERMANENT EASEMENT

FACILITY LIMITS OF DISTURBANCE

PROPERTY LINE

EXISTING PIPELINE

EXISTING OVERHEAD LINE

EXISTING

1260' EXISTING MAJOR CONTOUR

⅊

EXISTING MINOR CONTOUR

X X X

EXISTING FENCE

LINE LIST NUMBER

EXISTING UTILITY POLE

UbB

SOIL BOUNDARY

SOIL TYPE ABBREVIATION

OH

WETLAND - DELINEATED

EXISTING EASEMENT

EXISTING STRUCTURE

EXISTING EDGE OF PAVEMENT

EXISTING TREE

EXISTING TREELINE

CONTRACTOR SHALL REMOVE ALL

EXISTING IMPROVEMENTS NECESSARY TO

CONSTRUCT THE FACILITIES, EXCEPT

THOSE IDENTIFIED TO REMAIN AND SHALL

REMOVE VEGETATION AS NECESSARY ANY

ALLOWED BY PERMIT PLANS WHERE

APPLICABLE. WHERE POSSIBLE EXISTING

VEGETATION SHALL BE PRESERVED



EXISTING CONDITIONS & DEMOLITION PLAN



0 40' 80'

SCALE: 1" = 40'

SITE PLAN

AutoCAD SHX Text

PE-LU-001.000

AutoCAD SHX Text

A

AutoCAD SHX Text

027-03-03-001

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/2019

AutoCAD SHX Text

JRD

AutoCAD SHX Text

PZ

AutoCAD SHX Text

DOW

XXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XX

X

XX

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

O

H

O

H

O

H

OH

OH

OH

O

H

O

H

O

H

O

H

O

H

XX

X

XX

X

XX

X

XX

X X X X X XX

X

X

X

XX

XX

XX

XX

XX

XX

XX

XX

XX

XXXXXX

XXXXXXXXX

XXXXX

XX

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XX X X X X

X X

XX

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X

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X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SEE BASIN

SECTION

2

0

0

.

6

0

2

0

1

.

0

0

2

0

1

.

0

0

2

0

1

.

0

0

2

0

1

.

0

0

2

0

1

.

0

0

2

0

2

.

2

5

2

0

4

.

0

0

2

0

1

.

0

0

200

196

199

197

198

200.1

2

0

1

200.6

2

0

2

2

0

3

204

205

2

0

6

2

0

7

208

209

205

200

2

0

2

2

0

3

200

201

1

9

6

.

0

8

1

9

5

.

7

0

197

199

1

9

9

1

9

8

1

9

8

200

1

9

7

.

9

0

1

9

7

1

9

6

BucB

BUCA

BucB

5

0

' P

R

O

P

O

S

E

D

P

IP

E

L

IN

E

E

A

S

E

M

E

N

T

S

L

O

P

E

:

1

.

3

%

2

0

0

'

2

0

0

'

2

0

0

'

2

0

1

'

1

9

9

'

2

0

1

'

1

9

9

'

1

9

8

'

1

9

7

'

2

0

5

'

2

0

4

'

2

0

3

'

2

0

6

'

207'

208'

209'

2

0

2

'

2

0

3

'

202'

2

0

1

'

2

0

0

'

1

9

9

'

PE-ME-086.000

BLOCK: 72

LOT: 9

PE-ME-095.000

BLOCK: 72

LOT: 6.03

PE-ME-094.000

BLOCK: 72

LOT: 6.04

PE-ME-A156.000

BLOCK: 72

LOT: 6.051

PE-ME-096.000

BLOCK: 72

LOT: 6.16

FTP-3

FTP-2

FTP-5

FTP-6

FTP-1

FTP-4

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

OH

OH

OH

OH

OH

OH

OH

OHO

H

OH

O

H

O

H

SPILLWAY

CREST

RIPRAP APRON

(SEE DETAIL)

OS#1 (OUTLET STRUCTURE)

RIM:199.10

3.5"CIRCULAR ORIFICE @ EL. 196.00

8"Hx12W" RECT. ORIFICE @ EL. 198.00

INV OUT = 196.00 (24" NW)

P

#1

24"

R

C

P

L=

223.0' @

0.40%

MH#2 (4' DIA MH)

RIM:202.70

INV IN=195.11 (24" SE)

INV OUT = 195.11 (24" N)

IN#1 (TYPE A)

RIM:200.90

INV OUT = 196.15 (15" SE)

P#3

15" RCP

L=29.6' @ 0.5%

FA#2 (15" FLARED

END SECTION)

INV IN=196.00 (15" NW)

0

+

0

0

1

+

0

0

2

+

0

0

3

+

0

0

4

+

0

0

5

+

0

0

0+00

1+00

2+00

3+00

4+00

5+00 5+25

RIPRAP APRON

(TYP.)

(SEE DETAIL)

INV IN 194.71

P#4

16" DIP CLASS 56

L=58.0' @ 2.21%

(SEE DETAIL)

INV OUT 193.50

FA#1 (24" FLARED END SECTION)

INV IN=194.00 (24" S)

(SEE DETAIL)

PREFORMED SCOUR HOLE

(SEE DETAIL)

P

#

2

2

4

"

R

C

P

L

=

3

0

3

.

0

'

@

0

.

3

7

%

BucA

1

9

5

.

7

0

1

9

6

.

0

8

SLOPE

3H : 1V

SLO

PE

3H

: 1V

SLOPE

3H : 1V

SLOPE

3H : 1V

SEE SHEET 027-03-03-003

FOR BASIN SECTION

EXISTING STRUCTURE

TO BE REMOVED

EXISTING FENCE

WITHIN WORKSPACES

TO BE REMOVED

4' WIDE

PERSONNEL

GATE

4' WIDE

PERSONNEL

GATE

24' WIDE

GATE

4' WIDE

PERSONNEL

GATE (TYP.)


WORKSPACES TO BE

REMOVED

EXISTING FENCE

WITHIN

WORKSPACES

TO BE REMOVED

TEMPORARY ORANGE

SAFETY FENCE TO PROTECT

RECHARGE AREA DURING

CONSTRUCTION

STOP BAR

SEE DETAIL

STOP SIGN

SEE DETAIL

CENTERLINE

SEE DETAIL

GROUNDWATER RECHARGE AREA SHALL

BE PROTECTED FROM SEDIMENT AND

COMPACTION DURING CONSTRUCTION

SLOPE

3H : 1V

24' WIDE GATE

WETLAND

021617_BR_1001_PEM

SEE SHEET 027-03-03-003 FOR

SECTION AT DRAINAGE PIPE

WETLAND

021617_BR_1004_PEM

EXISTING WELL

PIPE CROSSING

(SEE DETAIL)

EXISTING TREE

(TO BE REMOVED)

EXISTING TREE

(PROTECT WITH SAFETY

FENCE; DO NOT REMOVE)

PROPOSED FACILITY

PERMANENT EASEMENT

PROPOSED 36" PENNEAST

PIPELINE

LIMIT OF DISTURBANCE (TYP.)

CONSTRUCTION SHALL BE LIMITED TO ONLY AREA

INSIDE THIS BOUNDARY. SOIL COMPACTION DUE TO

CONSTRUCTION ACTIVITIES SHALL BE MINIMIZED TO

THE GREATEST EXTENT POSSIBLE.

PROPOSED FACILITY


PROPOSED PIPELINE


50' LIMIT OF PAVING

SEE DETAIL

20-FT WIDE SITE ACCESS ROAD

TO BE INSTALLED AT EXISTING

GRADE UNLESS SHOWN

OTHERWISE.

PROPOSED OVERHEAD LINE

PROPOSED UTILITY

POLE (TYP.)

EXACT LOCATION

TO BE DETERMINED

325' x 265'

GRAVEL PAD

EXISTING ROADSIDE

SWALE

EXISTING CULVERT

LAT: N40°18' 59.28"

LONG: W74°46' 18.67"

LON: 205'

LAT: N40°19' 00.89"

LONG: W74°46' 22.33"

ELEV: 206'

LAT: N40°18' 58.61"

LONG: W74°46' 24.04"

LON: 207'

LAT: N40°18' 57.00"

LONG: W74°46' 20.38"

ELEV: 208'

AR-109

PAVED DRIVEWAY

APRON (SEE DETAIL)

N


N.J. LIC. NO. 24GE04551700

SIGNATURE DATE

JOHN R. DENING

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS


REFERENCE:







CONSULTANTS.



LOCATION MAP


DWG. NO.

REV.

NO.

DRAWN BY

CHECKED BY

APPROVED BY

SCALE

DATE ISSUED

APPROVED BY

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\F

AC

IL

IT

IE

S\D

RA

FT

IN

G\0

13

- C

- P

LA

N &

P

RO

FIL

ES

\F

ED

ER

AL

_C

IT

Y\IN

TE

RC

ON

NE

CT

\0

27

-0

3-0

3-0

02

.D

WG

Z

HI7

69

19






PREPARED FOR



PREPARED BY

08/01/2019

⅊

⅊

⅊

⅊⅊

⅊⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊⅊

PR

OP

OS

ED

36"

PE

NN

EA

ST

P

IP

ELIN

E



B

L

A

C

K

W

E

L

L

R

O

A

D

LEGENDS

PROPOSED

GRAVEL ROAD/PAD

X X X X

PROPOSED FENCE

1260' PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED 36" PENNEAST PIPELINE





ORANGE SAFETY FENCE


PROPERTY LINE

EXISTING PIPELINE


EXISTING

EXISTING MAJOR CONTOUR

⅊


X X X

EXISTING FENCE

LINE LIST NUMBER


UbB

SOIL BOUNDARY


OH


EXISTING EASEMENT

EXISTING STRUCTURE


1260'

TEST PITS

EXISTING TREE

EXISTING TREELINE

PROPOSED 36"

PENNEAST PIPELINE

PROPOSED

TRANSCO

INTERCONNECT

LOCATION

LAT: 40° 18' 58.95"

LONG: 74° 46' 21.36"

BUILDING

EQUIPMENT PAD

OH PROPOSED OVERHEAD LINE

PROPOSED UTILITY POLE

027-03-04-003 CONSTRUCTION DETAILS




027-03-03-003 SITE SECTIONS



GRADING, DRAINAGE AND SITE LAYOUT PLAN



0 40' 80'

SCALE: 1" = 40'

SITE PLAN

PAVED DRIVEWAY APRON

AutoCAD SHX Text

D

AutoCAD SHX Text

RCP

AutoCAD SHX Text

RCP

AutoCAD SHX Text

DIP CLASS 56

AutoCAD SHX Text

RCP

AutoCAD SHX Text

PE-LU-001.000

AutoCAD SHX Text

A

AutoCAD SHX Text

027-03-03-002

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/2019

AutoCAD SHX Text

JRD

AutoCAD SHX Text

PZ

AutoCAD SHX Text

DOW

EL

EV

AT

IO

N

(F

T N

AV

D8

8)

EL

EV

AT

IO

N

(F

T N

AV

D8

8)

STATION ALONG CENTERLINE

(FT)

BASIN SECTION

196

200

204

208

192

196

200

204

208

0+00 1+00 2+00 3+00 4+00 5+00 5+50

0+00 1+00 2+00 3+00 4+00 5+00 5+50

192

GROUNDWATER RECHARGE

AREA

DETENTION BASIN (BASIN-1)

BENTOMAT CL GEOSYNTHETIC

CLAY LINER

BOTTOM OF LINER EL. = 192.60

6" K4 SAND

BOTTOM OF SAND EL. = 199.60

EXISTING

GRADE

FINISHED

GRADE

LINER TO BE TERMINATED AT EL. 200.90

ACCESS ROAD

EL

EV

AT

IO

N

(F

T N

AV

D88)

EL

EV

AT

IO

N

(F

T N

AV

D8

8)

STATION ALONG PIPE CENTERLINE

(FT)

OS#1 TO FA#1

192

196

200

204

208

192

196

200

204

208

0+00 1+00 2+00 3+00 4+00 5+00 6+00

0+00 1+00 2+00 3+00 4+00 5+00 6+00

24" RCP L=223.0 LF @ 0.40%

MH

#2

(4

' D

IA

M

H)

RIM

/T

G=

20

2.7

0

IN

V IN

=1

95

.1

1

IN

V O

UT

=1

95

.1

1

24" RCP L=303.0 LF @ 0.37%

FA

#1

(2

4" F

LA

RE

D E

ND

S

EC

TIO

N)

IN

V IN

=1

94

.0

0

EXISTING

GRADE

FINISHED

GRADE

PREFORMED SCOUR

HOLE (SEE DETAIL)

GROUNDWATER

RECHARGE AREA

DETENTION

BASIN

OS

#1

(O

UT

LE

T S

TR

)

RIM

/T

G=

19

9.1

0

IN

V O

UT

=1

96

.0

0

188 188

2' CLEAR SPACE

PROPOSED 36"

PENNEAST PIPELINE

1' COVER


N.J. LIC. NO. 24GE04551700

SIGNATURE DATE

JOHN R. DENING

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS


G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\F

AC

IL

IT

IE

S\D

RA

FT

IN

G\0

13

- C

- P

LA

N &

P

RO

FIL

ES

\F

ED

ER

AL

_C

IT

Y\IN

TE

RC

ON

NE

CT

\0

27

-0

3-0

3-0

03

.D

WG

Z

HI7

69

19






PREPARED FOR



PREPARED BY

08/01/2019

DWG. NO.

REV.

NO.

DRAWN BY

CHECKED BY

APPROVED BY

SCALE

DATE ISSUED

APPROVED BY


(SEE DRAWING 027-03-03-002)

0'

VERT SCALE:

HORIZ SCALE:

0'

30' 15'

3' 1.5'

30'

3'

BASIN SECTION

(SEE DRAWING 027-03-03-002)

027-03-03-002GRADING, DRAINAGE, AND SITE LAYOUT PLAN



SITE SECTIONS



AutoCAD SHX Text

RCP L=223.0 LF @ 0.40%

AutoCAD SHX Text

RCP L=303.0 LF @ 0.37%

AutoCAD SHX Text

A

AutoCAD SHX Text

027-03-03-003

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/2019

AutoCAD SHX Text

JRD

AutoCAD SHX Text

PZ

AutoCAD SHX Text

DOW

XXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XX

X

XX

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

O

H

O

H

O

H

OH

OH

OH

O

H

O

H

O

H

O

H

O

H

200

196

XX

X

XX

X

XX

X

XX

X X X X X XX

X

X

X

XX

XX

XX

XX

XX

XX

XX

XX

XX

XXXXXX

XXXXXXXXX

XXXXX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX X X X X

X X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SEE BASIN

SECTION

200

196

199

197

198

200.1

2

0

1

200.6

2

0

2

2

0

3

204

205

2

0

6

2

0

7

208

209

205

200

2

0

2

2

0

3

200

201

197

199

1

9

9

1

9

8

1

9

8

200

1

9

7

1

9

6

S

F

S

F

S

F

S

F

S

F

S

F

SF

SF

S

FS

F

S

F

SF

SF

SF

S

F

S

F

SF

SF

S

F

SF

SF

S

F

SF SF SF SF SF SF SF

SF SF SF SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

BucB

BUCA

BucB

S

L

O

P

E

:

1

.

3

%

2

0

0

'

2

0

0

'

2

0

0

'

2

0

1

'

1

9

9

'

2

0

1

'

1

9

9

'

1

9

8

'

1

9

7

'

2

0

5

'

2

0

4

'

2

0

3

'

2

0

6

'

207'

208'

209'

2

0

2

'

2

0

3

'

202'

2

0

1

'

2

0

0

'

1

9

9

'

PE-ME-086.000

BLOCK: 72

LOT: 9

PE-ME-095.000

BLOCK: 72

LOT: 6.03

PE-ME-094.000

BLOCK: 72

LOT: 6.04

PE-ME-A156.000

BLOCK: 72

LOT: 6.051

PE-ME-096.000

BLOCK: 72

LOT: 6.16

XX

XX

XX

XX

X

XX X X X X

X X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XX

XX

XX

X

XX X X X X

X X

BucA

FTP-3

FTP-2

FTP-5

FTP-6

FTP-1

FTP-4

5

0

' P

R

O

P

O

S

E

D

P

IP

E

L

IN

E

E

A

S

E

M

E

N

T

SLOPE

3H : 1V

SLO

PE

3H

: 1V

SLOPE

3H : 1V

SLOPE

3H : 1V

PROPOSED FACILITY


EXISTING STRUCTURE

TO BE REMOVED

EXISTING FENCE

WITHIN WORKSPACES

TO BE REMOVED

4' WIDE

PERSONNEL

GATE

4' WIDE

PERSONNEL

GATE

4' WIDE

PERSONNEL

GATE


WORKSPACES TO BE

REMOVED

EXISTING FENCE

WITHIN

WORKSPACES

TO BE REMOVED

TEMPORARY ORANGE

SAFETY FENCE TO PROTECT

RECHARGE AREA DURING

CONSTRUCTION

GROUNDWATER RECHARGE AREA SHALL

BE PROTECTED FROM SEDIMENT AND

COMPACTION DURING CONSTRUCTION

STABILIZED CONSTRUCTION

ENTRANCE

(SEE FIG. 1)

SLOPE

3H : 1V

LAT: N40°18' 59.28"

LONG: W74°46' 18.67"

LON: 205'

LAT: N40°19' 00.89"

LONG: W74°46' 22.33"

ELEV: 206'

LAT: N40°18' 58.61"

LONG: W74°46' 24.04"

LON: 207'

LAT: N40°18' 57.00"

LONG: W74°46' 20.38"

ELEV: 208'

WETLAND

021617_BR_1001_PEM

SEE SHEET 027-03-03-003 FOR


WETLAND

021617_BR_1004_PEM

PROPOSED PIPELINE


EXISTING WELL

325' x 265'

GRAVEL PAD

PIPE CROSSING

(SEE DETAIL)

EXISTING TREE

(TO BE REMOVED)

EXISTING TREE

(PROTECT WITH SAFETY

FENCE; DO NOT REMOVE)

PROPOSED 36" PENNEAST

PIPELINE

LIMIT OF DISTURBANCE (TYP.)

CONSTRUCTION SHALL BE LIMITED TO ONLY AREA

INSIDE THIS BOUNDARY. SOIL COMPACTION DUE TO

CONSTRUCTION ACTIVITIES SHALL BE MINIMIZED TO

THE GREATEST EXTENT POSSIBLE.

24' WIDE

GATE

24' WIDE GATE

PROVIDE EROSION

CONTROL BLANKET ON ALL

SLOPES 3H:1V AND

STEEPER (TYP)

(SEE FIG. 13)

PROPOSED FACILITY

PERMANENT EASEMENT

20-FT WIDE SITE ACCESS ROAD

TO BE INSTALLED AT EXISTING

GRADE UNLESS SHOWN

OTHERWISE.

PROPOSED OVERHEAD LINE

PROPOSED UTILITY

POLE (TYP.)

EXACT LOCATION

TO BE DETERMINED

EXISTING ROADSIDE

SWALE

EXISTING CULVERT

AR-109

TOPSOIL

STOCKPILE

TOPSOIL

STOCKPILE

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

OH

OH

OH

OH

OH

OH

OH

OHO

H

OH

O

H

O

H

SPILLWAY

CREST

RIPRAP APRON

(SEE DETAIL)

OS#1 (OUTLET STRUCTURE)

RIM:199.10

3.5"CIRCULAR ORIFICE @ EL. 196.00

8"Hx12W" RECT. ORIFICE @ EL. 198.00

INV OUT = 196.00 (24" NW)

P

#1

24"

R

C

P

L=

223.0' @

0.40%

MH#2 (4' DIA MH)

RIM:202.70

INV IN=195.11 (24" SE)

INV OUT = 195.11 (24" N)

IN#1 (TYPE A)

RIM:200.90

INV OUT = 196.15 (15" SE)

P#3

15" RCP

L=29.6' @ 0.5%

FA#2 (15" FLARED

END SECTION)

INV IN=196.00 (15" NW)

RIPRAP APRON

(TYP.)

(SEE DETAIL)

INV IN 194.71

P#4

16" DIP CLASS 56

L=58.0' @ 2.21%

(SEE DETAIL)

INV OUT 193.50

FA#1 (24" FLARED END SECTION)

INV IN=194.00 (24" S)

(SEE DETAIL)


(SEE DETAIL)

P

#

2

2

4

"

R

C

P

L

=

3

0

3

.

0

'

@

0

.

3

7

%

0 40' 80'

SCALE: 1" = 40'

SITE PLAN

N


N.J. LIC. NO. 24GE04551700

SIGNATURE DATE

JOHN R. DENING

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS


REFERENCE:







CONSULTANTS.



LOCATION MAP


DWG. NO.

REV.

NO.

DRAWN BY

CHECKED BY

APPROVED BY

SCALE

DATE ISSUED

APPROVED BY

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\F

AC

IL

IT

IE

S\D

RA

FT

IN

G\0

13

- C

- P

LA

N &

P

RO

FIL

ES

\F

ED

ER

AL

_C

IT

Y\IN

TE

RC

ON

NE

CT

\0

27

-0

3-0

3-0

04

.D

WG

Z

HI7

69

19






PREPARED FOR



PREPARED BY

08/01/2019

PROPOSED

TRANSCO

INTERCONNECT

LOCATION

LAT: 40° 18' 58.95"

LONG: 74° 46' 21.36"

⅊

⅊

⅊

⅊⅊

⅊⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊⅊

PR

OP

OS

ED

36"

PE

NN

EA

ST

P

IP

ELIN

E



B

L

A

C

K

W

E

L

L

R

O

A

D

LEGENDS

PROPOSED

GRAVEL ROAD/PAD

X X X X

PROPOSED FENCE

1260' PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED 36" PENNEAST PIPELINE





ORANGE SAFETY FENCE


PROPERTY LINE

EXISTING PIPELINE


EXISTING

1260' EXISTING MAJOR CONTOUR

⅊


X X X

EXISTING FENCE

LINE LIST NUMBER


UbB

SOIL BOUNDARY


OH


EXISTING EASEMENT

EXISTING STRUCTURE

EXISTING TREE


STABILIZED CONSTRUCTION ENTRANCE

SF SF SILT FENCE

EROSION CONTROL BLANKETS

EXISTING TREELINE

PROPOSED 36"

PENNEAST PIPELINE

BUILDING

EQUIPMENT PAD







TEST PITS



SOIL EROSION AND SEDIMENT CONTROL PLAN



SOIL COMPACTION TEST LOCATION

TOPSOIL STOCKPILE

AutoCAD SHX Text

D

AutoCAD SHX Text

RCP

AutoCAD SHX Text

RCP

AutoCAD SHX Text

DIP CLASS 56

AutoCAD SHX Text

RCP

AutoCAD SHX Text

PE-LU-001.000

AutoCAD SHX Text

A

AutoCAD SHX Text

027-03-03-004

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/2019

AutoCAD SHX Text

JRD

AutoCAD SHX Text

PZ

AutoCAD SHX Text

DOW

6" THK.

(3/4" CLEAN STONE),

12" ALL AROUND

FILTER FABRIC

UNDER STRUCTURES

STONE BEDDING

(NOT TO SCALE)

10 1/2"

5/8" GRADE 60 STEEL REINFORCEMENT

STEP DETAIL

POLYPROPYLENE MANHOLE

16"CC

1 3/16"

A

17 1/2"

A

7"

SECTION A-A

(NOT TO SCALE)

PIPE CROSSING DETAIL

CONCRETE ENCASEMENT SHALL

BE PROVIDED WHERE DIMENSION

"A" IS 6" OR LESS OR WHERE

DIRECTED BY THE ENGINEER.

6"

3000 PSI CONC.

"A

"

6"

6"

6"

WRAP PIPE W/1"

STYROFOAM

6"

(NOT TO SCALE)

BY THE ENGINEER

OF TRENCH AS DIRECTED

COMPACTED IN 12" LIFTS

FOR THE FULL DEPTH

MIN.

STORM SEWER SURFACE RESTORATION AND PIPE TRENCH DETAIL

EQUIPMENT PAD AREAS VEGETATED AREAS

12"

6" LAYER OF TOPSOIL

12" MIN.

3/4" CRUSHED STONE

DENSE GRADED AGGREGATE

DENSE GRADED

AGGREGATE (DGA)

OD/2

OD/2

BACKFILL WITH EXCAVATED

MATERIAL IF SUITABLE OR WITH

IMPORTED BANK RUN SAND AND

GRAVEL MATERIAL COMPACTED IN

12" LIFTS TO AT LEAST 95% OF

MAXIMUM DENSITY.

(NOT TO SCALE)

SEE PAD SECTION DETAIL

AS SHOWN ON THESE PLANS.

LADDER

RUNGS

12" O.C.

6"

DIA

1'-10"

8"

VARIES

5"

SEE NOTE No. 4

6"

4'-0"

CLASS "D"

CONCRETE

6" IF CONCRETE OR

8" IF BRICK.

CONCRETE BLOCK,

AA

B

B

6" 6"

6"

GENERAL NOTES

1. FOOTER TO BE N.J.D.O.T. CLASS "D"

CONCRETE.

2. INVERT TO BE CLASS "C" 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. 3432

AS MANUFACTURED BY CAMPBELL

FOUNDRY CO. OR EQUAL.

5. PROVIDE 7/8" DIA.POLYPROPYLENE LADDER

RUNGS, 12" O.C.

6. ALL STORM SEWER PIPE SHALL

HAVE 6" STONE BEDDING PLUS

1/2" PIPE.

"THROUGH" INVERT DETAIL "TERMINAL" INVERT DETAIL

TYPE "A" INLET

SECTION B-B

SECTION A-A

PLAN

CLASS "C"

CONCRETE

0.80 X DIA.

7"

(NOT TO SCALE)


N.J. LIC. NO. 24GE04551700

SIGNATURE DATE

JOHN R. DENING

REVISIONS


CLIENT APPROVAL

DATE

DWG. NO.

REV.

NO.

DRAWN BY

CHECKED BY

APPROVED BY

SCALE

DATE ISSUED

APPROVED BY

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\F

AC

IL

IT

IE

S\D

RA

FT

IN

G\0

13

- C

- P

LA

N &

P

RO

FIL

ES

\F

ED

ER

AL

_C

IT

Y\IN

TE

RC

ON

NE

CT

\0

27

-0

3-0

4-0

04

.D

WG

W

AT

73

65

7

PREPARED FOR



PREPARED BY

08/01/2019

PIPE OD + 30" MAX.

TYPICAL DRIVEWAY STRIPING DETAIL

(NOT TO SCALE)

EXISTING BLACKWELL ROAD

STOP BAR

12" WIDE SOLID WHITE LINE

CENTERLINE

4" WIDE DOUBLE YELLOW LINES

25' (T

YP

)

10'

(T

YP

)

SITE SIGNAGE DETAIL

(NOT TO SCALE)

SIGN AS SPECIFIED

EDGE OF DRIVEWAY

OR FACE OF CURB

2' MIN.

7' M

IN

.

GROUND LINE

3'-6" M

IN

.

3

1

2

" STEEL U POST (TYP)

BREAKAWAY W/

3

8

" HOLES

ON 1" CENTERS

NJDOT CLASS B CONCRETE

4500 PSI 28-DAY STRENGTH

CONCRETE TO BE AIR

ENTRAINED 6% ± 1.5

6" (TYP)

R1-1

30"x30"

STOP SIGN DETAIL

NOTES:

1. DIMENSIONS, COLORS, AND DETAILS OF VARIOUS SIZE SIGNS, SHIELDS, AND ACCESSORY

PANES TO FOLLOW STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGNS

PUBLICATIONS", CURRENT "NJDOT STANDARD ROADWAY CONSTRUCTION - TRAFFIC

CONTROL - BRIDGE CONSTRUCTION DETAILS", AND THE CURRENT "MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS".

2.ALL SUPPORTS SHALL BE BREAK-AWAY STEEL U-POST CONSTRUCTION IN ACCORDANCE

WITH THE CURRENT "NJDOT STANDARD ROADWAY CONSTRUCTION - TRAFFIC CONTROL -

BRIDGE CONSTRUCTION DETAILS" AND THE CURRENT "NJDOT STANDARD SPECIFICATIONS

FOR ROAD AND BRIDGE CONSTRUCTION".

3.ALL SIGNS SHALL BE ASTM D 4956 TYPE III SHEETING.

TYPICAL FACILITY PAD/ACCESS ROAD DETAIL

N.T.S.

THOROUGHLY

COMPACTED

SUBGRADE

DGA - 3/4" QUARRY BLEND STONE

12" DEPTH

3/4" CRUSHED STONE (NJDOT #57)

4" DEPTH

FINISHED GRADE





CONSTRUCTION DETAILS

AutoCAD SHX Text

STOP

AutoCAD SHX Text

A

AutoCAD SHX Text

027-03-04-001

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/2019

AutoCAD SHX Text

JRD

AutoCAD SHX Text

PZ

AutoCAD SHX Text

DOW

30"Ø RCP

42"Ø RCP

6'-0" MH

TO 45° DEFLECTION

90° DEFLECTION

STRAIGHT THRU

27"Ø RCP

36"Ø RCP

5'-0" MH

18"Ø RCP

4'-0" MH

24"Ø RCP

42"Ø RCP

48"Ø RCP

7'-0" MH

SEALER.

ENTIRE EXTERIOR TO RECEIVE COATING OF BITUMINOUS

NOTES:

4.

O.S.H.A. STANDARDS.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST3.

1/2" GRADE 60 STEEL REINFORCEMENT.

INC. OR EQUAL. (POLYPROPYLENE PLASTIC) W/

TYPE 6061-T6 (ALUMINUM) M.A. INDUSTRIES

ATLANTIC CONCRETE PRODUCTS CO. OR EQUAL

30"

ADJUST TO GRADE WITH

COURSE OF BRICK AND

MORTAR 5" MIN. - 15" MAX.

MANHOLE FRAME & COVER

CAMPBELL FOUNDRY (OR EQUAL)

NO.1202B - STANDARD

CONNECTIONS INTO EXISTING MANHOLES SHALL BE COMPLETED

USING A SUITABLE ADAPTOR AS APPROVED BY THE ENGINEER.

SECTIONAL PLAN

SECTION A - A

POLYPROPYLENE MANHOLE STEPS - 12' O.C. MAX.

AREA OF CIRCUMFERENTIAL STEEL:

0.12 IN. 2/LIN. FT.(48" I.D.)

0.17 IN. 2/LIN. FT. (60" I.D.)

PRECAST MANHOLE SECTION TO BE IN

ACCORDANCE WITH A.S.T.M. DESIGNATION

C478, MINIMUM COMPRESSIVE STRENGTH

TO BE 4000 P.S.I.

MANHOLE JOINTS TO BE MORTARED WITH NON-SHRINK

GROUT ON INSIDE & OUTSIDE SURFACES-CONCRETE

AND ROUND RUBBER GASKET JOINT IN ACCORDANCE

WITH A.S.T.M. DESIGNATION C-361

"T" WALLS (MIN)

NON-SHRINK GROUT AS REQUIRED

VITRIFIED BRICK OR PRECAST CONCRETE INVERT (SPLIT

PIPE MAY BE USED FOR STRAIGHT THRU MANHOLE)

VITRIFIED BRICK OR PRECAST CONCRETE BENCHING

6" ALL AROUND

6" MIN. CONC. MAT. CLASS 3000 LB.

IF REQ'D. BY FIELD CONDITIONS

4" MIN.

BRICK OR CONC. FILL

CRUSHED STONE BASE (MIN. 12")

0.6 D

FRAME TO BE THOROUGHLY

BEDDED IN NON-SHRINK GROUT

I.D.

NOTE:

48" I.D. MANHOLE TO BE USED

FOR PIPE SIZES THRU 24"Ø - 60" I.D.

BASE SECTION W/ TAPER SECTION

TO BE USED FOR PIPE SIZES OVER 24"Ø

FLEXIBLE MANHOLE SLEEVE, O-RING,

OR MH ADAPTOR

MANHOLE FRAME & COVER ABOVE

A

A

FLAT TOP TO BE USED ONLY WHERE SHALLOW CONDITIONS DO NOT

PERMIT USE OF CONE SECTION. (SEE FLAT TOP DETAIL)

1.

2.

STANDARD SEWER MANHOLE DETAIL

NOT TO SCALE

"B"

42"Ø RCP

60"Ø RCP

8'-0" MH

MANHOLE WALL THICKNESS TABLE

"T" (INCHES)"B" (FEET)

4 FT 5"

5 FT 6"

6 FT 7"

7 FT 8"

8 FT 9"

9 FT 10"

10 FT 11"

FILTER FABRIC

NOTE:

FLAT SLAB TOP DETAIL

MANHOLE STEPS

AS REQ'D

48" I.D. OR 60" I.D.

30"Ø

PRECAST RISER

SECTION

SLAB TOP

PRECAST FLAT

AND COVER

MANHOLE FRAME

ADD'L. REINF'T

0.20 IN 2/LIN. FT.

TOP & BOT.

TOP & BOT.,EACH WAY

0.12 IN 2/LIN. FT.

AREA OF STEEL REINF'T

B

B

PLAN VIEW

SECTION B-B

(NOT TO SCALE)

PICK

HOLE

DETAIL OF

SEAT

(HALF SIZE)

MACHINE

FINISH

A

A

1"

6"6"

WEIGHT OF FRAME = 265#

WEIGHT OF COVER = 175#

1"

1"

41"

8"

5"

23"

31"5"

1"

3"

3"

15°

30°

STANDARD MANHOLE FRAME AND COVER

SECTION A-A

UNDERSIDE OF COVER

MINIMUM WEIGHTS

3"x

3

4

"x

1

4

" HIGH

NON-SKID LUGS

NOTES:

(NOT TO SCALE)

1

1

2

"

1

1

2

"

7

8

"

5

8

"

6

11

16

" 6

11

16

"

3

4

"

3

4

"

1. DIMENSIONS, WEIGHTS AND OTHER

CRITERIA SHOWN ON THESE

DETAILS ARE FOR CLASS 30B CAST

IRON ONLY.

2. FRAME TO BE THOROUGHLY

BEDDED IN MORTAR BOTH INSIDE

AND OUT

3. UNLESS OTHERWISE NOTED,

MANHOLE FRAMES AND COVERS

ARE TO BE CAMPBELL FOUNDRY

NO. 1202B, OR EQUAL.

27

1

2

"

25

1

2

"

25

3

8

"

1

16

"

1

16

"

2

3

4

" 1

1

4

"

3

4

"

STORM

SEWER

1

16

"

1

4

"

1

1

4

"

3

4

"

3

4

"

3

4

"

1

16

"

1

4

"

3

4

"

3

4

"

1

2

"

2

3

4

"

1

4

"

2" LETTERS, TYP.

PROFILE

OUTLET

PIPE

FLARED END SECTION OR

CONCRETE HEADWALL

10 OZ/SY NON-WOVEN GEOTEXTILE

(SYNTHETIC INDUSTRIES PYRAMAT EROSION MATRIX OR EQUAL)

DISCHARGE APRON

FLOW

S=0.0%

RIP-RAP

OUTLET PROTECTION

W2

PRE-CAST CONCRETE FLARED END

SECTIONS OR SEGMENTAL

HEADWALL.

SIZES VARY, SEE PLAN AND DETAILS.

La

RIP-RAP

W1 (FT)

3'

THK

W1

L

a

FLARED END SECTION OUTLET PROTECTION

d

50

(NOT TO SCALE)

1

5

3'

MIN

FA#2

4 8

THK (IN) D

50

(IN)

10

W2 (FT) La (FT)

12 6


N.J. LIC. NO. 24GE04551700

SIGNATURE DATE

JOHN R. DENING

REVISIONS


CLIENT APPROVAL

DATE

DWG. NO.

REV.

NO.

DRAWN BY

CHECKED BY

APPROVED BY

SCALE

DATE ISSUED

APPROVED BY

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\F

AC

IL

IT

IE

S\D

RA

FT

IN

G\0

13

- C

- P

LA

N &

P

RO

FIL

ES

\F

ED

ER

AL

_C

IT

Y\IN

TE

RC

ON

NE

CT

\0

27

-0

3-0

4-0

04

.D

WG

W

AT

73

65

7

PREPARED FOR



PREPARED BY

08/01/2019

PIPE IN & OUT OF MANHOLE TO

BE CRADLED IN 3000 LB. CONC.

OR BEDDED IN STONE AS

DIRECTED BY ENGINEER






AutoCAD SHX Text

A

AutoCAD SHX Text

027-03-04-002

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/2019

AutoCAD SHX Text

JRD

AutoCAD SHX Text

PZ

AutoCAD SHX Text

DOW

10'

A

4'

3:1

12'

6'

3:1

3:1

24"

A

3:1

50

D

1'

12"

FILTER FABRIC

= 6 INCHES

PLAN VIEW

SECTION A-A


(NOT TO SCALE)

TOP VIEW

FRONT VIEW

EL. 196.00'

SIDE VIEW

3

:

1

OS#1 OUTFLOW STRUCTURE

24" RCP, INV. 196.00

OUTLET STRUCTURE WALLS SHALL

BE 8" THICK (MIN.). OUTLET

STRUCTURE SHALL BE CONSTRUCTED

WITH PRE-CAST CONCRETE.

DENOTES FOOTING OF

OUTLET STRUCTURE

PRIMARY ORIFICE

TRASH RACK

PROPOSED CONCRETE WINGWALL

(TYP.)

4'-0"

3'-6

"

6" THICK CONCRETE

APRON

2'-6

"

(T

YP

.)

EL. 198.50'

3.5" ORIFICE

INV. 196.00'

8"x12" ORIFICE

INV. 198.00'

GR. 199.10'

3.5" ORIFICE

INV. 196.00'

3.5" ORIFICE

INV. 196.00'

PRIMARY ORIFICE

TRASH RACK

(SEE DETAIL)

8" THICK CONCRETE

APRON

11'-6"

24" RCP

INV. 196.00

1

0

'

-

0

"

3'-0

"

PRIMARY ORIFICE

TRASH RACK

SECONDARY ORIFICE

TRASH RACK

TOP TRASH RACK (SEE DETAIL)

SECONDARY ORIFICE

TRASH RACK (SEE

DETAIL)

8"

(TYP.)

3'-0

"

(NOT TO SCALE)

6

"

6

"

TOP TRASH RACK

SECONDARY ORIFICE TRASH RACK

PRIMARY ORIFICE TRASH RACK

4'-7 7/16"

3'-4"

REMOVABLE 4 ANCHOR

BOLTS SPACED AS

REQUIRED

4"

3/4" ALUMINUM

ROUND STOCK

4"

2'

1

'-

6

"

1

'

-

8

"

3/4" NON CORROSIVE

ROUND STOCK

6"x6" OPENING (TYP.)

6

"

3

"

1/2"x2" NON CORROSIVE

STOCK

REMOVABLE 4 ANCHOR

BOLTS SPACE AS

REQUIRED

1'-8

"

3/4" NON CORROSIVE

ROUND STOCK

REMOVABLE 4 ANCHOR

BOLTS SPACED AS REQUIRED

1/2"x2" ALUMINUM

BAR STOCK

4

'

-

2

"

4

'

-

8

"

9"

6"

(NOT TO SCALE)

(NOT TO SCALE)

(NOT TO SCALE)


N.J. LIC. NO. 24GE04551700

SIGNATURE DATE

JOHN R. DENING

REVISIONS


CLIENT APPROVAL

DATE

DWG. NO.

REV.

NO.

DRAWN BY

CHECKED BY

APPROVED BY

SCALE

DATE ISSUED

APPROVED BY

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PREPARED FOR



PREPARED BY

08/01/2019

HOT MIX ASPHALT DRIVEWAY DETAIL

(NOT TO SCALE)

1. DRIVEWAY TO BE PAVED UP TO 50-FT INWARD FROM EXISTING EDGE OF

PAVEMENT OF BLACKWELL ROAD.

2. SEE GRADING PLAN FOR FINISHED GRADE ELEVATIONS.

NOTE:

HOT MIX ASPHALT SURFACE COURSE

9.5M64, 2" THICK

HOT MIX ASPHALT BASE COURSE

19M64, 3" THICK

DENSE GRADED AGGREGATE BASE COURSE

4" THICK

FILL SUMP WITH

CONCRETE

PROPOSED ROAD

PROPOSED CULVERT

INV. OUT ELEV. 194.71'

PROPOSED CULVERT

INV. IN ELEV. 193.50'

PROPOSED

16"IDx58'L CIRCULAR

CLASS 56 DUCTILE IRON PIPE

PROPOSED

ENGINEERED FILL

PROPOSED D50=6"

RIPRAP APRON

PLACEMENT THICKNESS = 12" (TYP.)

MATCH EXISTING GRADE

CROSS PIPE P#4 PROFILE

(NOT TO SCALE)

MATCH EXISTING GRADE3/4" C

RU

SH

ED

S

TO

NE

12"

MIN

IM

UM

T

HIC

KN

ES

S

2'-0"

3

H

:

1

V

3

H

:

1

V

2'-0"

US ROAD EL. 196.23'

DS ROAD EL. 195.55'

PROPOSED D50=6"

RIPRAP APRON

PLACEMENT THICKNESS = 12" (TYP.)

EXISTING DITCH FLOW EXISTING DITCH FLOW

3'-0"

3'-0"

3'-0"

3'-0"






R

V

I.D.

A

S

T

U

V

I.D.

A

R

S

T

U

V

WT/FT LB640

34"

4'

24"

24"

9"

2.50"

18"12"

2"

5"

24"

24"

4'

24"

LB360 LB480

28"

4'

24"

24"

7.5"

2.25"

15"

LB860

40

4'

24"

24"

9

2.75"

21"

LB920

48"

4'

24"

24"

10"

3"

24"

LB1200

54"

4'

24"

24"

10"

3.25"

27"

LB 1540

60"

4'-8"

30"

26"

14"

3.50"

30"

LB 2100

72"

5'-2"

36"

26"

14"

4"

36"

LB 5500

78"

8'

60"

36"

21"

4.50"

42"

LB 6500

80

8'

66"

30"

24"

5"

48"

LB 8200

90"

8'

60"

36"

27"

5.50"

54"

LB 9300

90"

8'

60"

36"

31"

6"

60"

1. ALL CONCRETE END SECTIONS SHALL INCLUDE A SAFETY GRATE, AS

DISTRIBUTED BY STORM WATER SAFETY, INC., OCERANPORT, NJ

(TEL, 732-728-0177) OR APPROVED EQUIVALENT. NO SEPARATE

PAYMENT WILL BE PERMITTED.

2. A 1 INCH THICK MORTAR BED AND A 6 INCH DEEP LAYER OF COARSE

AGGREGATE ARE REQUIRED WHEN A PRECAST CONCRETE CUTOFF

WALL IS USED.

NOTE:

CONCRETE FLARED END SECTIONS

(NOT TO SCALE)

CONCRETE

CUT OFF WALL

(SEE NOTE 2)

C

3'-0

"

6" COARSE AGGREGATE

18"

CONCRETE

CUT OFF WALL

(SEE NOTE 2)

1" MORTAR BED

TONGUE END ON INLET

END SECTION GROOVE END

ON OUTLET END SECTION

C 41"28" 34.5" 47.5" 54" 60.5" 67" 80" 87" 94" 101" 108"

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BENTOMAT CL GEOSYMTHETIC CLAY LINER

(NOT TO SCALE)

PIPE PENETRATION

ANCHOR TRENCH DAMAGE REPAIR BENTOMAT CL PANEL OVERLAP

TERMINATION TO CONCRETE STRUCTURE

DRAINAGE STRUCTURES SCHEDULE


N.J. LIC. NO. 24GE04551700

SIGNATURE DATE

JOHN R. DENING

REVISIONS


CLIENT APPROVAL

DATE

DWG. NO.

REV.

NO.

DRAWN BY

CHECKED BY

APPROVED BY

SCALE

DATE ISSUED

APPROVED BY

G:\P

EN

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AS

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PREPARED FOR



PREPARED BY

08/01/2019

4 INCHES

4"

4 INCHES

4 INCHES

STORM STRUCTURES TABLE

STRUCTURE

NAME

FA#1

FA#2

IN#1

MH#2

OS#1

STRUCTURE

TYPE

24" FLARED END SECTION

15" FLARED END SECTION

TYPE A

4' DIA MH

OUTLET STR

RIM/TG

ELEVATION

RIM/TG = 196.33

RIM/TG = 197.54

RIM/TG = 200.90

RIM/TG = 202.70

RIM/TG = 199.10

NORTHING

EASTING

N=14642448.93

E=1703961.32

N=14642102.08

E=1704259.84

N=14642116.76

E=1704234.14

N=14642142.02

E=1704000.32

N=14641998.62

E=1704177.46

INVERT

ELEVATIONS

INV. IN 24in RCP=194.00 (S)

INV. IN 15in RCP=196.00 (NW)

INV. OUT 15in RCP= 196.15 (SE)

INV. OUT 24in RCP= 195.11 (N)

INV. IN 24in RCP=195.11 (SE)

INV. OUT 24in RCP= 196.00 (NW)

STORM PIPES TABLE

UPSTREAM

NODE

IN#1

MH#2

OS#1

DOWNSTREAM

NODE

FA#2

FA#1

MH#2

PIPE

DIAMETER OR

WIDTH

15in

24in

24in

PIPE

LENGTH

30FT

303FT

223FT

PIPE

SLOPE

0.50%

0.37%

0.40%

PIPE

MATERIAL

RC

RC

RC

EXISTING DITCH EXISTING DITCH

16in 58FT 2.21% DI






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SOIL EROSION AND SEDIMENT CONTROL NOTES

1. THE MERCER COUNTY SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED 48 HOURS PRIOR TO STARTING LAND DISTURBANCE ACTIVITY. NOTICE MAY BE MAILED, FAXED OR

EMAILED TO: MCSCD, 590 HUGHES DRIVE, HAMILTON SQUARE, NJ 08690; PHONE: 609-586-9603; FAX: 609-586-1117; EMAIL: [email protected]

2. IF APPLICABLE TO THIS PROJECT, THE OWNER SHOULD BE AWARE OF HIS OR HER OBLIGATION TO FILE FOR A NJPDES CONSTRUCTION ACTIVITY STORMWATER 5G3 PERMIT

(NJG0088323) VIA THE NJDEP ONLINE PERMITTING SYSTEM (WWW.NJ.GOV/DEP/ONLINE) AND TO MAINTAIN THE ASSOCIATED BEST MANAGEMENT PRACTICES AND STORMWATER

POLLUTION PREVENTION PLAN SELF-INSPECTION LOGBOOK ONSITE AT ALL TIMES. THIS PERMIT MUST BE FILED PRIOR TO THE START OF SOIL DISTURBANCE. THE ONLINE

APPLICATION PROCESS WILL REQUIRE ENTRY OF AN SCD CERTIFICATION CODE, WHICH IS PROVIDED BY THE SOIL CONSERVATION DISTRICT UPON CERTIFICATION OF THE SOIL

EROSION AND SEDIMENT CONTROL PLAN.

3. THE MERCER COUNTY SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY CHANGES IN OWNERSHIP.

4. ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN, INCLUDING AN INCREASE IN THE LIMIT OF DISTURBANCE, WILL REQUIRE THE SUBMISSION OF

REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS TO THE DISTRICT FOR RECERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT STATE SOIL EROSION &

SEDIMENT CONTROL STANDARDS.

5. A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON SITE AT ALL TIMES.

6. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AS OUTLINED WITHIN

THE SEQUENCE OF CONSTRUCTION ON THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED.

7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NJ. IF LANGUAGE CONTAINED WITHIN ANY OTHER

PERMIT FOR THIS PROJECT IS MORE RESTRICTIVE THAN (BUT NOT CONTRADICTORY TO) WHAT IS CONTAINED WITHIN THESE NOTES OR ON THE CERTIFIED SOIL EROSION AND

SEDIMENT CONTROL PLAN, THEN THE MORE RESTRICTIVE PERMIT REQUIREMENTS SHALL BE FOLLOWED.

8. THE STANDARD FOR STABILIZED CONSTRUCTION ACCESS REQUIRES THE INSTALLATION OF A 1½” TO 2½” CLEAN STONE TRACKING PAD AT ALL CONSTRUCTION DRIVEWAYS

IMMEDIATELY AFTER INITIAL SITE DISTURBANCE, WHETHER IDENTIFIED ON THE CERTIFIED PLAN OR NOT. THE WIDTH SHALL SPAN THE FULL WIDTH OF EGRESS, AND LENGTH

SHALL BE 50 FT. OR MORE, DEPENDING ON SITE CONDITIONS AND AS REQUIRED BY THE STANDARD. THIS SHALL INCLUDE INDIVIDUAL LOT ACCESS POINTS WITHIN RESIDENTIAL

SUBDIVISIONS.

9. A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,

DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OF PRELIMINARY GRADING, PROVIDED

THAT ALL OTHER REQUIREMENTS RELATED TO DETENTION BASINS, SWALES AND THE SEQUENCE OF CONSTRUCTION HAVE BEEN MET.

10. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 14 DAYS AND NOT SUBJECT TO CONSTRUCTION ACTIVITY WILL IMMEDIATELY RECEIVE TEMPORARY

STABILIZATION. IF THE SEASON PREVENTS ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER, OR IF THE AREA IS NOT TOPSOILED, THEN THE DISTURBED AREAS WILL BE

MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO STATE STANDARDS. SLOPED AREAS IN EXCESS OF 3H:1V SHALL BE

PROVIDED WITH EROSION CONTROL BLANKETS. CRITICAL AREAS SUBJECT TO EROSION (I.E. STEEP SLOPES, ROADWAY EMBANKMENTS, ENVIRONMENTALLY SENSITIVE AREAS)

WILL RECEIVE TEMPORARY STABILIZATION IMMEDIATELY AFTER INITIAL DISTURBANCE OR ROUGH GRADING.

11. ANY STEEP SLOPES (I.E. SLOPES GREATER THAN 3:1) RECEIVING PIPELINE OR UTILITY INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE INSTALLATION

PROCEEDS.

12. PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER FINAL GRADING AND TOPSOILING. ALL AGRONOMIC

REQUIREMENTS CONTAINED WITHIN THE STANDARDS AND ON THE CERTIFIED PLAN SHALL BE EMPLOYED. MULCH WITH BINDER, IN ACCORDANCE WITH THE STANDARDS, SHALL

BE USED ON ALL SEEDED AREAS. SAVE ALL TAGS AND/OR BAGS USED FOR SEED, LIME AND FERTILIZER, AND PROVIDE THEM TO THE DISTRICT INSPECTOR TO VERIFY THAT

MIXTURES AND RATES MEET THE STANDARDS.

13. AT THE TIME WHEN THE 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 WILL PERMANENTLY ADJUST THE SOIL

CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, THEN

NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.

14. DURING THE COURSE OF CONSTRUCTION, SOIL COMPACTION MAY OCCUR WITHIN HAUL ROUTES, STAGING AREAS AND OTHER PROJECT AREAS. IN ACCORDANCE WITH THE

STANDARD FOR TOPSOILING, COMPACTED SURFACES SHOULD BE SCARIFIED 6" TO 12" IMMEDIATELY PRIOR TO TOPSOIL APPLICATION. THIS WILL HELP ENSURE A GOOD BOND

BETWEEN THE TOPSOIL AND SUBSOIL. THIS PRACTICE IS PERMISSIBLE ONLY WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.).

15. PRIOR TO SEEDING, TOPSOIL SHALL BE WORKED TO PREPARE A PROPER SEEDBED. THIS SHALL INCLUDE RAKING OF THE TOPSOIL AND REMOVAL OF DEBRIS AND STONES,

ALONG WITH OTHER REQUIREMENTS OF THE STANDARD FOR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION.

16. IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS, ANY SOIL HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDES SHALL BE

BURIED WITH LIMESTONE IN ACCORDANCE WITH THE STANDARD AND BE COVERED WITH A MINIMUM OF 12” OF SOIL HAVING A PH OF 5 OR MORE PRIOR TO TOPSOIL APPLICATION

AND SEEDBED PREPARATION. IF THE AREA IS TO RECEIVE TREE OR SHRUB PLANTINGS, OR IS LOCATED ON A SLOPE, THEN THE AREA SHALL BE COVERED WITH A MINIMUM OF 24"

OF SOIL HAVING A PH OF 5 OR MORE.

17. MULCHING TO THE STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL REPORT OF COMPLIANCE. CONDITIONAL ROC’S ARE ONLY ISSUED WHEN THE SEASON PROHIBITS

SEEDING. PERMANENT STABILIZATION MUST THEN BE COMPLETED DURING THE OPTIMUM SEEDING SEASON IMMEDIATELY FOLLOWING THE CONDITIONAL ROC, OR THE

COMPLETION OF WORK IN A GIVEN AREA.

18. HYDROSEEDING IS A TWO-STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER, LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,

GOOD SEED-TO-SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON COMPLETION OF THE SEEDING OPERATION, HYDROMULCH SHOULD BE APPLIED AT A

MINIMUM RATE OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDRO-MULCH, AS OPPOSED TO STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE

STANDARDS. THE USE OF HYDROMULCH ON SLOPED AREAS IS DISCOURAGED.

19. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE OF THE CONSTRUCTION PROJECT. ALL SEDIMENT WASHED, DROPPED, TRACKED OR

SPILLED ONTO PAVED SURFACES SHALL BE IMMEDIATELY REMOVED.

20. THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION, AND FOR

EMPLOYING ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AT THE REQUEST OF THE MERCER COUNTY SOIL CONSERVATION DISTRICT.

21. CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.

22. ALL DETENTION / RETENTION BASINS MUST BE FULLY CONSTRUCTED (INCLUSIVE OF ALL STRUCTURAL COMPONENTS AND LINERS) AND PERMANENTLY STABILIZED PRIOR TO

PAVING OR PRIOR TO THE ADDITION OF ANY IMPERVIOUS SURFACES. PERMANENT STABILIZATION INCLUDES, BUT MAY NOT BE LIMITED TO: TOPSOIL, SEED, STRAW MULCH AND

BINDERS OR EROSION CONTROL BLANKETS ON ALL SEEDING, ALL AGRONOMIC REQUIREMENTS AS SPECIFIED ON THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN,

INSTALLATION OF THE OUTFLOW CONTROL STRUCTURES AND DISCHARGE STORM DRAINAGE PIPING, LOW FLOW CHANNELS, CONDUIT OUTLET PROTECTION, EMERGENCY

SPILLWAYS, AND LAP RING PROTECTION.

23. THE RIDING SURFACE OF ALL UTILITY TRENCHES WITHIN PAVED AREAS SHALL BE 3/4" CLEAN STONE OR BASE PAVEMENT UNTIL SUCH TIME AS FINAL PAVEMENT HAS BEEN

INSTALLED. TEMPORARY SOIL RIDING SURFACES ARE PROHIBITED.

24. ALL CONSTRUCTION DEWATERING (TRENCHES, EXCAVATIONS, ETC.) MUST BE DONE THROUGH AN INLET OR OUTLET FILTER IN ACCORDANCE WITH THE STANDARD FOR

DEWATERING OR AS DEPICTED ON THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN. DISCHARGE LOCATIONS FOR THE DEWATERING OPERATION MUST CONTAIN

PERENNIAL VEGETATION OR SIMILAR STABLE SURFACE.

25. ALL SWALES OR CHANNELS THAT WILL RECEIVE RUNOFF FROM PAVED SURFACES MUST BE PERMANENTLY STABILIZED PRIOR TO THE INSTALLATION OF PAVEMENT. IF THE

SEASON PROHIBITS THE ESTABLISHMENT OF PERMANENT STABILIZATION, THE SWALES OR CHANNELS MAY BE TEMPORARILY STABILIZED IN ACCORDANCE WITH THE

STANDARDS.

26. NJSA 4:24-39 ET SEQ. REQUIRES THAT NO CERTIFICATE OF OCCUPANCY OR TEMPORARY CERTIFICATE OF

OCCUPANCY BE ISSUED BY THE MUNICIPALITY BEFORE THE PROVISIONS OF THE CERTIFIED SOIL EROSION AND

SEDIMENT CONTROL PLAN HAVE BEEN SATISFIED. THEREFORE, ALL SITE WORK FOR SITE PLANS AND ALL WORK

AROUND INDIVIDUAL LOTS IN SUBDIVISIONS MUST BE COMPLETED BEFORE THE DISTRICT ISSUES A REPORT OF

COMPLIANCE OR CONDITIONAL REPORT OF COMPLIANCE, WHICH MUST BE FORWARDED TO THE MUNICIPALITY

PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR TEMPORARY CERTIFICATE OF OCCUPANCY,

RESPECTIVELY.

MERCER COUNTY SOIL CONSERVATION DISTRICT

590 HUGHES DRIVE

HAMILTON SQUARE, N.J. 08690

PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION

TOPSOIL STRIPPING AND STOCKPILING

A. FIELD EXPLORATION SHOULD BE MADE TO DETERMINE WHETHER QUANTITY AND/OR QUALITY OF SURFACE SOIL JUSTIFIES

STRIPPING.

B. A 6-INCH STRIPPING DEPTH IS TYPICAL, BUT MAY VARY DEPENDING ON THE PARTICULAR SOIL STRUCTURE OR

PRE-EXISTING USE.

C. STOCKPILES SHOULD BE LOCATED SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE ENVIRONMENTAL

DAMAGE, AND SHALL BE DELINEATED ON THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN AND BE

CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL ROW CONSTRUCTION DETAILS.

D. STOCKPILES SHOULD BE TEMPORARILY STABILIZED ACCORDING TO THE STANDARDS.

SITE PREPARATION

A. INSTALL EROSION CONTROL MEASURES AND FACILITIES SUCH AS SILT FENCE, DIVERSIONS, SEDIMENT BASINS, AND

CHANNEL STABILIZATION.

B. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION,

SEEDING, MULCH APPLICATION, TACKING, AND MAINTENANCE. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH THE

STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, STANDARD FOR LAND GRADING, 19-1.

SEEDBED PREPARATION

A. TOPSOIL REQUIRED: MIN. DEPTH: 5” (UNSETTLED), PH: 6.0 TO 8.0, ORGANIC MATTER CONTENT: 2.75% MIN., NITRATE N2: 50

LBS/ACRE (50% WATER INSOLUBLE), PHOSPHOROUS: 100 LBS/ACRE, POTASSIUM: 50 LBS/ACRE

B. THE CONTRACTOR SHOULD BE AWARE OF THE POSSIBILITY, DEPENDING UPON THE SITE CONDITIONS, THAT ALL TOPSOIL

MAY HAVE TO BE PROVIDED FROM AN OFF-SITE SOURCE.

C. TOPSOIL SHOULD BE HANDLED ONLY WHEN DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL STRUCTURE.

D. APPLY A UNIFORM 5 INCHES (UNSETTLED) OF TOPSOIL ON ALL DISTURBED AREAS. SOILS WITH A PH OF 4.0 OR LESS OR

CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF 12 INCHES OF SOIL HAVING A PH OF 5.0 OR

MORE AND THE TOP 5 INCHES SHALL CONFORM TO THE TOPSOIL STANDARD AND SHALL BE LIMED ACCORDING TO THE

SPECIFICATIONS.

E. IF THE TOPSOIL BECOMES COMPACTED, THE SURFACE MUST BE SCARIFIED 6” TO 12” TO PROVIDE GOOD SEED-TO-SOIL

BOND.

F. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS THOSE OFFERED BY

RUTGERS UNIVERSITY COOPERATIVE EXTENSION. IF SOIL TESTING IS NOT FEASIBLE, FERTILIZER (10-20-10) WITH 50%

WATER INSOLUBLE NITROGEN SHOULD BE APPLIED AT THE TYPICAL RATE OF 500 LBS/ACRE OR 11 LBS/1,000 SQUARE FEET.

G. APPLY LIMESTONE EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDES (PULVERIZED DOLOMITIC LIMESTONE IS

PREFERRED FOR MOST SOILS SOUTH OF THE NEW BRUNSWICK – TRENTON FALL LINE) AS FOLLOWS:

SOIL TEXTURE TONS/ACRE LBS/1,000 SQ. FT.

CLAY, CLAY LOAM, HIGH ORGANIC 3 135

SANDY LOAM, LOAM, SILT LOAM 2 90

LOAMY SAND, SAND 1 45

H. WORK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF 4 INCHES. THE FINAL HARROWING OR DISC OPERATION SHOULD

BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A UNIFORM, FINE SEEDBED IS PREPARED.

I. REMOVE FROM THE SURFACE ALL STONES 2 INCHES OR LARGER IN ANY DIMENSION, AND OTHER OBJECTIONABLE STONES

OR DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS, OR OTHER UNSUITABLE MATERIAL.

SEEDING

A. SELECT A SEED MIXTURE APPROVED BY THE MERCER COUNTY SCD.

B. APPLY SEED UNIFORMLY BY HAND, CYCLONES, DROP SEEDER, DRILL CULTIPACKER, OR HYDROSEEDER*. THE LATTER MAY

BE JUSTIFIABLE FOR LARGE, STEEP AREAS WHERE CONVENTIONAL APPLICATIONS ARE NOT FEASIBLE. HYDROSEEDING

SHALL BE A TWO STEP PROCESS: MULCH SHALL NOT BE MIXED WITH THE SEED; THE SEED MUST BE APPLIED FIRST TO

ASSURE PROPER SEED TO SOIL CONTACT. THE HYDROMULCH IS THEN SPRAYED OVER THE SEEDING. FOR OPTIMUM

RESULTS, THE SEED SHOULD BE INCORPORATED INTO THE SOIL TO A DEPTH OF ¼ TO ½ INCH DEPENDING UPON SPECIES.

*THE USE OF HYDRO-MULCH, AS OPPOSED TO STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE

STANDARDS.

C. AFTER SEEDING, THE SOIL SHOULD BE PACKED WITH A CORRUGATED ROLLER. WHEN PERFORMED ON THE CONTOUR,

ROLLING WILL MINIMIZE SHEET EROSION AND MAXIMIZE WATER CONSERVATION.

MULCHING

A. UNROTTED STRAW, HAY FREE OF SEEDS, OR SALT HAY IS REQUIRED ON ALL SEEDING AT A RATE OF 1.5 TO 2 TONS/ACRE,

(70 TO 90 LBS./1,000 SQUARE FEET), EXCEPT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID MULCH-BINDER, THEN THE

RATE OF APPLICATION IS 3 TONS PER ACRE.

B. MULCH ANCHORING SHOULD BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS DUE TO WIND OR

WATER. THIS MAY BE DONE ACCORDING TO THE FOLLOWING METHODS:

1. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 LBS/ACRE APPLIED BY THE HYDROSEEDER. USE IS

LIMITED TO ONLY THE OPTIMUM SEEDING SEASON.

2. SYNTHETIC OR ORGANIC BINDERS

3. PEG AND TWINE, MULCH NETTING, AND MECHANICAL CRIMPING.

4. CRIMPING REQUIRES A HIGHER MULCH RATE (3 TONS/ACRE).

NOTE: 1) ONE BALE OF HAY WEIGHS 40-60 LBS DEPENDING ON HOW IT WAS BALED.

2) 1,500 GALLON TANK OF HYDROMULCH COVERS .5 ACRES.

PLEASE NOTE: THE QUALITY OF PERMANENT VEGETATION RESTS WITH THE CONTRACTOR. THE TIMING OF SEEDING, PREPARING

THE SEEDBED, APPLYING NUTRIENTS, MULCH AND OTHER MANAGEMENT ARE ESSENTIAL. THE SEED APPLICATION RATES IN

TABLE 4-3 OF THE STANDARDS ARE REQUIRED WHEN A REPORT OF COMPLIANCE IS REQUESTED PRIOR TO ACTUAL

ESTABLISHMENT OF PERMANENT VEGETATION. (UP TO 50% REDUCTION IS APPLICATION RATES MAY BE USED WHEN PERMANENT

VEGETATION IS ESTABLISHED PRIOR TO REQUESTING A REPORT OF COMPLIANCE FROM THE DISTRICT. THESE RATES APPLY TO

ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION MEANS 80% EVENLY DISTRIBUTED VEGETATIVE COVER {OF

THE SEEDED SPECIES} AND MOWED ONCE.)

TEMPORARY SEEDING MIXES

MIX: EARLY SPRING/ MIX: LATE FALL MIX: MID SUMMER

LATE SUMMER TO EARLY FALL 100% CEREAL RYE 40% PEARL MILLET

100% PERENNIAL RYEGRASS RATE: 112 LBS/ACRE 40% MILLET (GERMAN OR HUNGARIAN

RATE: 100 LBS/ACRE 20% WEEPING LOVEGRASS

RATE: 100 LBS/ACRE

RECOMMENDED PERMANENT SEEDING MIXES

OPTIMUM SEEDING DATES: MARCH 1 TO MAY 15 AND AUGUST 15 TO OCTOBER 15

LAWNS – RATE 200 LBS/ACRE

MERCER CO. SCD PREFERRED MIX FOR LAWNS AND DETENTION BASINS

70% TURF TYPE TALL FESCUE*, 20% PERENNIAL RYEGRASS,10% KENTUCKY BLUEGRASS

MIX: LAWNS – LOW MAINTENANCE, MIX: SHADE

DROUGHTY & HEAVY TRAFFIC 65% HARD, CHEWINGS, OR CREEPING RED FESCUE*

80% TALL FESCUE TURF TYPE (LOW GROWING VARIETIES)* 20% KENTUCKY BLUEGRASS

10% PERENNIAL RYEGRASS (LOW GROWING VARIETIES) 15% PERENNIAL RYEGRASS

MIX: LAWNS – QUALITY SUN AND SHADE MIX: MOIST DETENTION BASIN BOTTOMS

20% PERENNIAL RYEGRASS 40% FLAT PEA (WITH PROPER INOCULANT)

30% CHEWINGS FESCUE 25% PERENNIAL RYEGRASS

35% CREEPING RED FESCUE 25% TALL FESCUE OR STRONG CREEPING RED FESCUE

15% KENTUCKY BLUEGRASS 10% REDTOP

(*INCLUDE AT LEAST THREE VARIETIES IN MIX) + USE THE ABOVE MIX FOR INFREQUENT MOWING. FOR A REGULAR

(EXCLUDE K-31) MOWING REGIME, SUBSTITUTE ROUGH BLUEGRASS AND/OR TALL

FESCUE FOR THE FLAT PEA.

CONSERVATION PLANTINGS

MIX: RECLAMATION, EROSION CONTROL MIX: WILDFLOWER MEADOW

& ACID SOILS - RATE: 150 LBS/ACRE RATE: 50 LBS/ACRE

40% SWITCHGRASS 72% HARD OR SHEEPS FESCUE

25% SERECIA LESPEDEZA OR FLAT PEA 22% NORTHEAST/MID-ATLANTIC WILDFLOWER MIXTURE

15% TALL FESCUE OR CREEPING RED FESCUE 6% BIRDSFOOT TREFOIL

15% DEERTONGUE

5% BIRDSFOOT TREFOIL MIX: WATERWAYS & WET BASINS*

RATE: 100 LBS/ACRE

MIX: WILDLIFE HABITAT ENHANCEMENT 40% SWITCHGRASS

RATE: 100 LBS/ACRE 30% CANADA BLUEGRASS OR SMOOTH BROMEGRASS

40% SWITCHGRASS OR COASTAL PANICGRASS 15% ROUGH BLUEGRASS (SHADE) OR TALL FESCUE (OPEN)

30% CANADA BLUEGRASS OR SMOOTH BROMEGRASS 10% ALSIKE CLOVER OR LADINO WHITE CLOVER

10% ORCHARDGRASS 10% BIRDSFOOT TREFOIL OR CREEPING FOXTAIL

10% WHITE CLOVER 4% JAPANESE MILLET

5% JAPANESE MILLET 1% RED TOP

5% BIRDSFOOT TREFOIL (* SHOULD NOT BE MOWED LESS THAN 6 INCHES)


N.J. LIC. NO. 24GE04551700

SIGNATURE DATE

JOHN R. DENING

REVISIONS


CLIENT APPROVAL

DATE

DWG. NO.

REV.

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DRAWN BY

CHECKED BY

APPROVED BY

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APPROVED BY

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SESC GENERAL NOTES

REFER TO PERMIT PLANS FOR SEED MIXTURES TO BE USED ON DISTURBED AREAS IDENTIFIED AS RIPARIAN ZONE OR WETLAND.

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N.J. LIC. NO. 24GE04551700

SIGNATURE DATE

JOHN R. DENING

REVISIONS


CLIENT APPROVAL

DATE

DWG. NO.

REV.

NO.

DRAWN BY

CHECKED BY

APPROVED BY

SCALE

DATE ISSUED

APPROVED BY

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PREPARED FOR



PREPARED BY

08/01/2019

SOIL DE-COMPACTION AND TESTING REQUIREMENTS

A. 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.

3. COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. LOCATION ID'S SHALL BE USED TO COMPLETE 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.

B. COMPACTION TESTING METHODS

1. PROBING WIRE TEST (SEE DETAIL)

2. HAND-HELD PENETROMETER TEST (SEE DETAIL)

3. TUBE BULK DENSITY TEST (LICENSED PROFESSIONAL REQUIRED)

4. NUCLEAR DENSITY TEST (LICENSED PROFESSIONAL REQUIRED)

5. 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.

6. DETAILED REQUIREMENTS FOR EACH COMPACTION TESTING METHOD CAN BE FOUND IN SECTION 19 "STANDARD FOR LAND GRADING" OF THE NJ

STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL, LATEST EDITION.

7. 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.

C. PROCEDURES FOR SOIL COMPACTION MITIGATION

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

VEGETATIVE COVER.

2. RESTORATION OF COMPACTED SOILS SHALL BE THROUGH DEEP SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) WHERE THERE IS NO DANGER TO

UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). IN THE ALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED

PROFESSIONAL ENGINEER MAY BE SUBSTITUTED SUBJECT TO DISTRICT APPROVAL.

STORMWATER POLLUTION PREVENTION PLAN (SPPP) WASTE CONTROL COMPONENT GENERAL NOTES

1. CONTRACTOR TO STORE ANY PESTICIDES, FERTILIZERS, FUELS, LUBRICANTS, PETROLEUM PRODUCTS, ANTI-FREEZE, PAINTS AND PAINT THINNERS, CLEANING

SOLVENTS AND ACIDS, DETERGENTS, CHEMICAL ADDITIVES, AND CONCRETE CURING COMPOUNDS IN SUITABLE SAFE CONTAINERS IN A DRY AND COVERED AREA.

CONTRACTOR TO ADHERE TO PRODUCT MANUFACTURES' DIRECTION REGARDING APPLICATION USES AND METHODS BEING APPLIED.

2. CONTRACTOR SHALL CONFORM TO THE STATE SOLID WASTE MANAGEMENT ACT, N.J.S.A. 13:1E-1 ET SEQ., AND ITS IMPLEMENTING RULES AT N.J.A.C. 7:26, 7:26A,

AND 7:26G; THE NEW JERSEY PESTICIDE CONTROL CODE AT N.J.A.C. 7:30; THE STATE LITTER STATUTE (N.J.S.A. 13:1E-99.3); AND OSHA REQUIREMENTS FOR

SANITATION AT 29 C.F.R. 1926 FOR SITE BUILDING WASTE MATERIAL AND RUBBLE AND OTHER CONSTRUCTION SITE WASTES, INCLUDING LITTER AND HAZARDOUS

AND SANITARY WASTES. CONSTRUCTION SITES SHALL HAVE ONE OR MORE DESIGNATED WASTE COLLECTION AREAS ONSITE AND AN ADEQUATE NUMBER OF

CONTAINERS FOR WASTE. STAGED WASTE CONTAINERS SHALL BE MAINTAINED SO AS TO PREVENT WASTE MATERIALS FROM OVERFLOWING, LEAKING, OR

BLOWING OUT OF THE CONTAINER. SPILLS, LEAKS, AND OVERFLOWS, WHICH DO OCCUR, SHALL BE CLEANED UP IMMEDIATELY.

3. RESPONSIBILITIES OF PERMITTEE OR OWNER REPRESENTATIVE:

a. THE PERMITTEE OR CLIENT REPRESENTED SHALL CONDUCT AND DOCUMENT WEEKLY INSPECTIONS REPORTS OF THE AREAS OF INDUSTRIAL ACTIVITY OR

SMALL CONSTRUCTION ACTIVITIES TO IDENTIFY AREAS CONTRIBUTING TO THE STORMWATER DISCHARGE AUTHORIZED BY THIS PERMIT AND EVALUATE

WHETHER THE REGULATED ACTIVITIES, IDENTIFIED UNDER THE 5G3 CONSTRUCTION ACTIVITY STORMWATER NARRATIVE REQUIREMENTS E.1, IS BEING

PROPERLY IMPLEMENTED AND MAINTAINED, OR WHETHER ADDITIONAL MEASURES ARE NEEDED FOR THE REGULATED ACTIVITY.

b. IN THE EVENT THAT THE INDUSTRIAL ACTIVITIES OR SMALL CONSTRUCTION ACTIVITIES ON-SITE ARE CEASED OR ARE ANTICIPATED TO CEASE FOR A PERIOD

OF SIX (6) MONTHS OR GREATER THE PERMITTEE MAY SEEK A SUSPENSION OF THE ROUTINE INSPECTION REQUIREMENT OF THE PERMIT OR REDUCTION IN

FREQUENCY TO MONTHLY WITH THE WRITTEN APPROVAL OF THE SOIL CONSERVATION DISTRICT OFFICE OVERSEEING THE PROJECT ON A FORM PROVIDED

BY THE DEPARTMENT.

4. CONSTRUCTION SITE WASTES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

a. "CONSTRUCTION AND DEMOLITION WASTE," AS DEFINED IN N.J.A.C. 7:26-1.4 AS FOLLOWS: "WASTE BUILDING MATERIAL AND RUBBLE RESULTING FROM

CONSTRUCTION, REMODELING, REPAIR, AND DEMOLITION OPERATIONS ON HOUSES, COMMERCIAL BUILDINGS, PAVEMENTS AND OTHER STRUCTURES. THE

FOLLOWING ARE EXAMPLES OF MATERIALS THAT MAY BE FOUND IN CONSTRUCTION AND DEMOLITION WASTE: TREATED AND UNTREATED WOOD SCRAP; TREE

PARTS, TREE STUMPS AND BRUSH; CONCRETE, ASPHALT, BRICKS, BLOCKS AND OTHER MASONRY; PLASTER AND WALLBOARD; ROOFING MATERIALS;

CORRUGATED CARDBOARD AND MISCELLANEOUS PAPER; FERROUS AND NON-FERROUS METAL; NON-ASBESTOS BUILDING INSULATION; PLASTIC SCRAP; DIRT;

CARPETS AND PADDING; GLASS (WINDOW AND DOOR); AND OTHER MISCELLANEOUS MATERIALS; BUT SHALL NOT INCLUDE OTHER SOLID WASTE TYPES."

i. ANY WASTE BUILDING MATERIAL AND RUBBLE RESULTING FROM SUCH OPERATIONS THAT IS HAZARDOUS FOR PURPOSES OF N.J.A.C. 7:26G (THE HAZARDOUS

WASTE RULES).

ii. DISCARDED (INCLUDING SPILLED) PESTICIDES, FERTILIZERS, FUELS, LUBRICANTS, PETROLEUM PRODUCTS, ANTI-FREEZE, PAINTS AND PAINT THINNERS, PAINT

CHIPS AND SANDBLASTING GRITS, CLEANING SOLVENTS, ACIDS FOR CLEANING MASONRY SURFACES, DETERGENTS, CHEMICAL ADDITIVES USED FOR SOIL

STABILIZATION (E.G., CALCIUM CHLORIDE), AND CONCRETE CURING COMPOUNDS.

iii. OTHER "LITTER," AS DEFINED AT N.J.S.A. 13:1E-215.D AS FOLLOWS: "ANY USED OR UNCONSUMED SUBSTANCE OR WASTE MATERIAL WHICH HAS BEEN

DISCARDED WHETHER MADE OF ALUMINUM, GLASS, PLASTIC, RUBBER, PAPER, OR OTHER NATURAL OR SYNTHETIC MATERIAL, OR ANY COMBINATION

THEREOF, INCLUDING, BUT NOT LIMITED TO, ANY BOTTLE, JAR OR CAN, OR ANY TOP, CAP OR DETACHABLE TAB OF ANY BOTTLE, JAR OR CAN, ANY UNLIGHTED

CIGARETTE, CIGAR, MATCH OR ANY FLAMING OR GLOWING MATERIAL OR ANY GARBAGE, TRASH, REFUSE, DEBRIS, RUBBISH, GRASS CLIPPINGS OR OTHER

LAWN OR GARDEN WASTE, NEWSPAPERS, MAGAZINES, GLASS, METAL, PLASTIC OR PAPER CONTAINERS OR OTHER PACKAGING OR CONSTRUCTION MATERIAL,

BUT DOES NOT INCLUDE THE WASTE OF THE PRIMARY PROCESSES OF MINING OR OTHER EXTRACTION PROCESSES, LOGGING, SAWMILLING, FARMING OR

MANUFACTURING."

iv.SANITARY SEWAGE AND SEPTAGE.

v. CONTAMINATED SOILS ENCOUNTERED OR DISCOVERED DURING EARTHMOVING ACTIVITIES OR DURING THE CLEANUP OF A LEAK OR DISCHARGE OF A

HAZARDOUS SUBSTANCE.

b. CONCRETE WASHOUT - CONCRETE WASHOUT ONSITE IS PROHIBITED OUTSIDE DESIGNATED AREAS. WASHOUT ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO,

THE WASHING OF TRUCKS, CHUTES, HOSES, MIXERS, HOPPERS, AND TOOLS.

i. DESIGNATED WASHOUT AREAS SHALL BE LINED AND BERMED TO PREVENT DISCHARGES TO SURFACE AND GROUND WATER.

ii. HARDENED CONCRETE FROM THE CONCRETE WASHOUT SHALL BE REMOVED AND PROPERLY DISPOSED OF.

iii. THE CONCRETE WASHOUT AREA SHALL BE CLEARLY DESIGNATED WITH A SIGN INDICATING THE AREAS USES.

c. SANITARY SEWAGE/SEPTAGE DISPOSAL - DISCHARGES OF RAW SANITARY SEWAGE OR SEPTAGE ONSITE ARE STRICTLY PROHIBITED. ADEQUATE FACILITIES

WITH PROPER DISPOSAL SHALL BE PROVIDED AND MAINTAINED ONSITE FOR ALL WORKERS AND OTHER SANITARY NEEDS.

5. SPILLS; DISCHARGES OF HAZARDOUS SUBSTANCES; FEDERALLY REPORTABLE RELEASES.

a. SPILL KITS SHALL BE AVAILABLE ONSITE FOR ANY MATERIALS THAT ARE LISTED IN 2. ABOVE AND USED OR APPLIED ONSITE. ALL SPILLS OF SUCH MATERIAL

SHALL BE CONTAINED AND CLEANED UP IMMEDIATELY. CLEANED UP MATERIALS SHALL BE PROPERLY DISPOSED OF.

b. DISCHARGES OF HAZARDOUS SUBSTANCES (AS DEFINED IN N.J.A.C. 7:1E-1.6) IN CONSTRUCTION SITE WASTES ARE SUBJECT TO THE PROVISIONS OF THE

SPILL COMPENSATION AND CONTROL ACT, N.J.S.A. 58:10-23.11 ET SEQ., AND OF DEPARTMENT RULES FOR DISCHARGES OF PETROLEUM AND OTHER

HAZARDOUS SUBSTANCES AT N.J.A.C. 7:1E. NO DISCHARGE OF HAZARDOUS SUBSTANCES RESULTING FROM AN ONSITE SPILL SHALL BE DEEMED TO BE

"PURSUANT TO AND IN COMPLIANCE WITH [THIS] PERMIT" WITHIN THE MEANING OF THE SPILL COMPENSATION AND CONTROL ACT AT N.J.S.A. 58:10-23.11C.

c. RELEASES IN EXCESS OF REPORTABLE QUANTITIES (RQ) ESTABLISHED UNDER 40 C.F.R. 110, 117, AND 302 THAT OCCUR WITHIN A 24-HR PERIOD MUST BE

REPORTED TO THE NATIONAL RESPONSE CENTER (800 424-8802).





SESC GENERAL NOTES

PROBING WIRE TEST

(NOT TO SCALE)

18" - 21"

6" M

IN

. V

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IN

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TH

HANDHELD SOIL PENETROMETER TEST

(NOT TO SCALE)

NOTES:

1. THE TEST SHALL BE PERFORMED USING 15.5 GA STEEL WIRE (SURVEY FLAG).

2. SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS

EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY

DOWNWARD PRESSURE USED TO ADVANCE THE WIRE.

3. WIRE MUST PENETRATE A MINIMUM OF 6” WITHOUT DEFORMATION. WIRE MAY BE

RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS

ENCOUNTERED.

NOTES:

1. SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS

EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY

DOWNWARD PRESSURE USED TO ADVANCE THE PROBE. PROBE MUST

PENETRATE AT LEAST 6” WITH LESS THAN 300 PSI READING ON THE GAUGE.

2. PENETROMETER MAY BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT,

DEBRIS) IS ENCOUNTERED.

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HOLD WIRE HERE

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GAUGE READING 300 PSI OR LESS AT 6"

REV DATE REVISION DESCRIPTION BY CKD APP


FIGURE 1

STABILIZED CONSTRUCTION

ENTRANCE

STABILIZED CONSTRUCTION ENTRANCE DETAIL

NOT TO SCALE

PUBLIC RIGHT OF WAY

PERCENT SLOPE

100 FT.

200 FT.

6" MIN.

0 TO 2%

>2%

OF ROADWAY

SEE TABLE BELOW

EXISTING GROUND

INDIVIDUAL LOT ACCESS POINTS MAY REQUIRE STABILIZATION

BETWEEN STABILIZED CONSTRUCTION

PROVIDE APPROPRIATE TRANSITION

ENTRANCE AND PUBLIC R.O.W.

LENGTH OF STONE REQUIRED

EXISTING GROUND

1

1

2

" - 2

1

2

" CLEAN

CRUSHED STONE

PUBLIC RIGHT OF WAY

GEOTEXTILE FABRIC TO BE

INSTALLED IN SOFT OR

POORLY DRAINED AREAS





FIGURE 5FIGURE 4

NOTES:

MAXIMUM DRAINAGE AREA = 1/2 ACRE.

INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS

SHALL BE REQUIRED FOR ALL INSTALLATIONS.

ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE

BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN BERM IN CHANNEL SHALL

BE MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED OR REMAIN PERMANENTLY.

AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM

BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS

SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE.

INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS

SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN

REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL

BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED

REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT

AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES.

DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

FILTER BAG INLET PROTECTION

TYPE M INLET

SILT FENCE DETAIL

HYDRAULICALLY APPLIED BLANKETS

EROSION CONTROL BLANKET

INSTALLATION

FIGURE 14REV DATE REVISION DESCRIPTION BY CKD APP


NOTES:

INSTALL EROSION CONTROL BLANKET ON ALL SLOPES 3H:1V OR STEEPER AND WITHIN 50 FEET OF SURFACE WATERS.

SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN DRAWINGS PRIOR TO INSTALLING

THE BLANKET.

PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE.

SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS.

BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. LAY BLANKET

LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET.

THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS

ESTABLISHED TO A MINIMUM UNIFORM 70% COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED

BLANKETS SHALL BE RESTORED OR REPLACED WITHIN 4 CALENDAR DAYS.

BLANKET EDGES STAPLED

AND OVERLAPPED

(4 IN. MIN.)

INSTALL BEGINNING OF ROLL IN

6 IN. x 6 IN. ANCHOR TRENCH,

STAPLE, BACKFILL AND

COMPACT SOIL

STARTING AT TOP OF SLOPE,

ROLL BLANKETS IN DIRECTION

OF WATER FLOW

PREPARE SEED BED

(INCLUDING APPLICATION OF LIME,

FERTILIZER AND SEED) PRIOR TO

BLANKET INSTALLATION

REFER TO MANUF. RECOMMENDED

STAPLING PATTERN FOR STEEPNESS

AND LENGTH OF SLOPE BEING

BLANKETED

THE BLANKET SHOULD

NOT BE STRETCHED; IT

MUST MAINTAIN GOOD

SOIL CONTACT

OVERLAP BLANKET ENDS 6 IN. MIN. WITH

THE UPSLOPE BLANKED OVERLYING THE

DOWNSLOPE BLANKET (SHINGLE STYLE).

STAPLE SECURELY.

AGRICULTURAL LAND NOTE:

EROSION CONTROL BLANKET IS A TRIPPING HAZARD WHEN USED IN HOOVED ANIMAL PASTURES AND IS NOT COMPATIBLE

WITH MOST CROP LAND MANAGEMENT. IN SUCH CASES, HAY, STRAW, OR HYDRAULICALLY-APPLIED MULCH SHOULD BE

APPLIED UNLESS THE LAND IS PLOWED AND REPLANTED FOR CROP GROWTH WITHIN 4 DAYS. MULCH IN ANIMAL PASTURES

SHOULD BE LIMITED TO HAY OR STRAW.



2

F

T

.

4

F

T

.

3 F

T.

W

I

D

T

H

L

E

N

G

T

H

INLET GRATE

1 IN. REBAR FOR

BAG REMOVAL FROM

INLET

SANDBAG, FILTER LOG,

COMPOST SOCK, OR FILTER

TUBE

EXPANSION RESTRAINT

(

1

4

IN. NYLON ROPE)

2 IN X 2 IN. X 3/4 IN.

RUBBER BLOCK

TOP

OF

CURB

FLOW

STORM

INLET

BERM

2 MIN. :1

(TYP.)

1 FT.

MIN.

INSTALLATION DETAIL

PLAN VIEW

SECTION VIEW

ISOMETRIC VIEW

CURB

EXTEND BERM OVER

CURB IF RUNOFF IS

BYPASSING INLET ON

LANDWARD SIDE

FLOW

2' MIN.

2' MIN.

DRAWSTRING RUNNING

THROUGH FABRIC ALONG

TOP OF FENCE

PROPEX FILTER FABRIC

OR EQUAL 3 FT. WIDE

FABRIC ON UPHILL SIDE

STAKES ON DOWNHILL

2" X 2" X 5 FT. FENCE POST -

SPACING 8 FT. ON CENTER

SILT

ACCUMULATION

DIG 6" WIDE X 6" DEEP TRENCH,

BURY BOTTOM 1' OF FABRIC,

TAMP IN PLACE

LEAVE NO BERM ABOVE FENCE

SILT FENCE DETAIL

NOT TO SCALE

NOTES:

AS MUCH AS POSSIBLE, INSTALL SILT FENCE ALONG CONTOUR

SILT FENCE MUST BE REINFORCED WHEREVER IT WILL RECEIVE CONCENTRATED RUNOFF (USUALLY AT

LOW POINTS)

-USE STAKED HAYBALES OR BERM OF CLEAN STONE (1.5" - 2.5" PILED TO MINIMUM HEIGHT OF 2 FEET)

INSPECT AFTER EVERY STORM

6"

6"

OPTIONAL WIRE FENCE

BEHIND FABRIC FOR

"SUPER" SILT FENCE

GROUND SURFACE

MATERIAL STOCKPILE DETAIL



ANCHOR PINS

NO. 5 STEEL BARS

TWO PER BALE

STOCKPILE OF

ERODIBLE MATERIAL

HAY BALES


N.J. LIC. NO. 24GE04551700

SIGNATURE DATE

JOHN R. DENING

REVISIONS


CLIENT APPROVAL

DATE

DWG. NO.

REV.

NO.

DRAWN BY

CHECKED BY

APPROVED BY

SCALE

DATE ISSUED

APPROVED BY

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PREPARED FOR



PREPARED BY

08/01/2019





SESC TYPICAL DETAILS

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A

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027-03-05-003

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AS SHOWN

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07/2019

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JRD

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PZ

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DOW

penneast pipeline company, llc - new jersey...penneast pipeline project. a issued for njdep 07/2019...

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