william g. bergh

24
BUCKHORN DRIVE ROAD GLEN LOMMASON BELVIDERE 519 PHILLIPSBURG LOMMASON GLEN HARMONY TOWNSHIP WARREN COUNTY RIDGE ROAD FOUL RIFT ROAD SOUTH FOUL RIFT ROAD D E L A W A R E COMMONWEALTH OF PENNSYLVANIA NORTHAMPTON COUNTY LOWER MT. BETHEL TOWNSHIP 4 5 3 200 FOUL RIFT 6 7 1 2 CONRAIL (FORMERLY 9 10 BUCKHORN CREEK 8 WHITE ROAD S C O T T ' S 13 11 12 CREEK DRIVE ROAD SUMMERFIELD SPRING LANE DRIVE BUCKHORN MONTANA ROAD CASTNER'S ROAD W A S H I N G T O N T O W N S H I P WARREN COUNTY BUCKHORN M O U N T A I N 18 20 19 SECONDARY ROUTE 519 GASTON PLACE SECONDARY ROUTE 519 VILLAGE OLD PHILLIPSBURG- BELVIDERE ROAD ROAD 21 24 25 300 201 26 24.01 R I V E R 301 RIFT FOUL 23 22 PENN CENTRAL TRANSPORTATION R.R. & CANAL UNITED MAIN 31 300 29 27 28 ROAD SOUTH BRIDGEVILLE ROAD BRASS SOUTH BRIDGEVILLE ROAD SECONDARY ROUTE 519 POPHANDUSING HAZEN QUARRY HAZEN TOWN OF BELVIDERE WARREN COUNTY DRIVE BROOKFIELD CASTLE ROAD POPHANDUSING CREEK BRASS 30 32.01 ROAD 42 33 32 ROAD L A K E QUARRY ROAD CREEK 34 HIGHWAY ROUTE 46 RIVER EDISON ROAD JONES FARM LANE AVENUE MT. PISGAH CREEK ROAD BUTTZVILLE MILL ROAD 39 37 36 38 45 43 44 34.01 STREET WATER P E Q U E S T DRIVE 47 48 50 49 47.01 PEQUEST RACE 46 STATE STREET ORCHARD 52 51 MANUNKACHUNK ROAD D E L A W A R E I S L A N D M A I N C H A N N E L STREET CRAIG NJ STATE HIGHWAY 31 NEW JERSEY STATE PEQUEST 78 PEQUEST ROAD FREE UNION ROAD PEQUEST FURNACE 76.01 77 76 73 72 75 HIGHWAY ROUTE 46 74 75.01 ROAD RIVER FOOTHILL LANE MANSFIELD TOWNSHIP ANTLER WAY FAWN PRITCHARD WAY 72.01 16 17 SUMMERFIELD OXFORD ROAD BUCKHORN MT. NO MORE BUCKLEY CORNISH AVENUE 14 FOX CHASE ROAD DEER PATH CT 15 OXFORD TOWNSHIP WARREN COUNTY ROAD (CO. RTE 623) CASTLE B R O O K ROAD 67 ROAD B E A V E R BRIDGEVILLE ROUTE 519) MOUNTAIN 68.01 68 J E N N Y J U M P M T. R O A D SOMERSET DRIVE WINDING WAY 79.01 79 79.02 79.03 DOGWOOD TERRACE 59 59.01 61 62 60 63 64 66 60.01 NEW JERSEY SAREPTA ROAD ROAD CROSSING HOPE TITMAN (SECONDARY NORTH STONE HEDGE ROAD LAKE ROAD POND GREEN RUTHERFORD DRIVE OLD BUTTZVILLE ROAD BEAVER 70 B E E C H W O O D ROCKWELL ROAD HIGH ROCK DRIVE BRIAN WAY M O U N T A I N L A K E 69 B R O O K HIGH BLOCK MOUNTAIN TAMARACK ROAD CHRISTIE CT 71 M A N U N K A C H U N K H I G H W A Y R O U T E S T A T E J E R S E Y SAREPTA U P P E R N E W ROAD HILL MUTTON U P P E R S A R E P T A R O A D 46 MASSENATTS ROAD COBBLESTONE LEDGE ROAD 56 58 57 400 54 55 53 54.01 WOODSEDGE COURT HILLSIDE COURT R I V E R I S L A N D M A C K' S I S L A N D KEY MAP KEY MAP DETAIL SHEETS MUNICIPAL BOUNDARY LINE MATCH LINE LOT NUMBER BLOCK NUMBER LOT LINE L E G E N D KEY SHEET MUNICIPAL BOUNDARY LINE DETAIL SHEET NUMBER SHEET LIMIT BLOCK NUMBER 13 48 8 801 COUNTY BOUNDARY LINE COUNTY BOUNDARY LINE BLOCK LIMIT LINE TO SHOW CONDITIONS AS OF NOVEMBER 2017 Studer & Mc Eldowney Civil Engineers & Land Surveyors 120 Highway 22 - Clinton, New Jersey PREPARED BY ROBERT MC ELDOWNEY JR., P.E., L.S. 7697 SCALE 1"=2000' DEC. 31, 1969 NEW JERSEY WHITE TOWNSHIP WARREN COUNTY, TAX MAP THIS TAX MAP SHEET IS A DIGITIZED COPY OF THE MAP PREPARED BY ROBERT MCELDOWNEY JR., P.E., L.S., DATED DECEMBER 1969 AND REVISED THROUGH NOVEMBER 2002. THE ORIGINAL APPROVED MAP IS IN THE ENGINEER'S OFFICE. 1 FRANKLIN TOWNSHIP STREET DRIVE 2 4 5 3 4.01 6 CO.) N.J. CO.. BEL. - DEL. BR. M.L. 30.01 THROUGH 30.08 6.01 6.02 10 7 44.01 ROAD 16 8 9 COMMONWEALTH OF PENNSYLVANIA NORTHAMPTON COUNTY UPPER MT. BETHEL TOWNSHIP 11 LANE 12 12.01 13 15 14 14.01 14.02 DRIVE C L C L BUTTZVILLE L I B E R T Y T O W N S H I P WARREN COUNTY KNOWLTON TOWNSHIP WARREN COUNTY HOPE TOWNSHIP WARREN COUNTY 35 STATE BOUNDARY LINE STATE BOUNDARY LINE BLOCK LIMIT LINE ROBERT McELDOWNEY JR., P.E., L.S. NAME REVISIONS 1972 DATE NO. 7697 ROBERT McELDOWNEY JR., P.E., L.S. 1973 7697 ROBERT McELDOWNEY JR., P.E., L.S. 1974 7697 ROBERT McELDOWNEY JR., P.E., L.S. 1975 7697 ROBERT McELDOWNEY JR., P.E., L.S. 1976 7697 H. CLAY McELDOWNEY, P.E., L.S. 1977 20891 H. CLAY McELDOWNEY, P.E., L.S. 1978 20891 H. CLAY McELDOWNEY, P.E., L.S. 1979 20891 H. CLAY McELDOWNEY, P.E., L.S. 1980 20891 H. CLAY McELDOWNEY, P.E., L.S. 1981 20891 H. CLAY McELDOWNEY, P.E., L.S. 1982 20891 H. CLAY McELDOWNEY, P.E., L.S. 1983 20891 H. CLAY McELDOWNEY, P.E., L.S. 1984 20891 H. CLAY McELDOWNEY, P.E., L.S. 1985 20891 H. CLAY McELDOWNEY, P.E., L.S. 1986 20891 H. CLAY McELDOWNEY, P.E., L.S. 1987 20891 H. CLAY McELDOWNEY, P.E., L.S. 1988 20891 H. CLAY McELDOWNEY, P.E., L.S. 1989 20891 H. CLAY McELDOWNEY, P.E., L.S. 1990 20891 H. CLAY McELDOWNEY, P.E., L.S. 1991 20891 H. CLAY McELDOWNEY, P.E., L.S. 1992 20891 H. CLAY McELDOWNEY, P.E., L.S. 9-15-93 20891 H. CLAY McELDOWNEY, P.E., L.S. 11-18-93 20891 H. CLAY McELDOWNEY, P.E., L.S. 12-31-94 20891 H. CLAY McELDOWNEY, P.E., L.S. 12-29-95 20891 H. CLAY McELDOWNEY, P.E., L.S. 1-3-97 20891 H. CLAY McELDOWNEY, P.E., L.S. 1-5-98 20891 H. CLAY McELDOWNEY, P.E., L.S. 1-4-99 20891 H. CLAY McELDOWNEY, P.E., L.S. 2-2000 20891 H. CLAY McELDOWNEY, P.E., L.S. 3-2001 20891 H. CLAY McELDOWNEY, P.E., L.S. 11-2001 20891 H. CLAY McELDOWNEY, P.E., L.S. 11-2002 20891 16.01 WILLIAM G. BERGH, P.L.S. MARCH 2007 23946 LISA COURT WILLIAM G. BERGH, P.L.S. DECEMBER 2008 GS23946 WILLIAM G. BERGH, P.L.S. JANUARY 2010 GS23946 WILLIAM G. BERGH, P.L.S. NOVEMBER 2010 GS23946 WILLIAM G. BERGH, P.L.S. DECEMBER 2011 GS23946 WILLIAM G. BERGH, P.L.S. DECEMBER 2012 GS23946 WILLIAM G. BERGH, P.L.S. DECEMBER 2013 GS23946 WILLIAM G. BERGH, P.L.S. DECEMBER 2014 GS23946 THE AREAS, BOUNDARIES, AND DIMENSIONS SHOWN ON THIS TAX MAP ARE DERIVED FROM GROUND SURVEYS, AERIAL SURVEYS, AND RECORDED PLANS, MAPS, DEEDS, AND WILLS AND ARE TO BE USED FOR ASSESSMENT PURPOSES ONLY. ORIGINALLY DRAWN TO SHOW CONDITIONS AS OF DEC. 31, 1969 I HEREBY CERTIFY THAT THIS MAP HAS BEEN REVISED UNDER MY IMMEDIATE SUPERVISION AND COMPLIES WITH THE LAWS OF THE STATE OF NEW JERSEY. WILLIAM G. BERGH, P.L.S. DECEMBER 2015 GS23946 WILLIAM G. BERGH, P.L.S. JANUARY 2017 GS23946 WILLIAM G. BERGH, P.L.S. NOVEMBER 2017 GS23946 LAND SURVEYOR - LICENSE NUMBER: GS23946 WILLIAM G. BERGH NEW JERSEY PROFESSIONAL

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Page 1: WILLIAM G. BERGH

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KEY MAP

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DETAIL SHEETS

MUNICIPAL BOUNDARY LINE

MATCH LINE

LOT NUMBER

BLOCK NUMBER

LOT LINE

L E G E N D

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DETAIL SHEET NUMBER

SHEET LIMIT

BLOCK NUMBER

13

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COUNTY BOUNDARY LINE

COUNTY BOUNDARY LINE

BLOCK LIMIT LINE

TO SHOW CONDITIONS AS OF NOVEMBER 2017

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=2000' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A DIGITIZED

COPY OF THE MAP PREPARED BY

ROBERT MCELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND REVISED

THROUGH NOVEMBER 2002. THE

ORIGINAL APPROVED MAP IS IN THE

ENGINEER'S OFFICE.

1

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TOWNSHIP

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N

S

H

I

P

W

A

R

R

E

N

C

O

U

N

T

Y

35

STATE BOUNDARY LINE

STATE BOUNDARY LINE

BLOCK LIMIT LINE

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.1973 7697

ROBERT McELDOWNEY JR., P.E., L.S.1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.1976 7697

H. CLAY McELDOWNEY, P.E., L.S.1977 20891

H. CLAY McELDOWNEY, P.E., L.S.1978 20891

H. CLAY McELDOWNEY, P.E., L.S.1979 20891

H. CLAY McELDOWNEY, P.E., L.S.1980 20891

H. CLAY McELDOWNEY, P.E., L.S.1981 20891

H. CLAY McELDOWNEY, P.E., L.S.1982 20891

H. CLAY McELDOWNEY, P.E., L.S.1983 20891

H. CLAY McELDOWNEY, P.E., L.S.1984 20891

H. CLAY McELDOWNEY, P.E., L.S.1985 20891

H. CLAY McELDOWNEY, P.E., L.S.1986 20891

H. CLAY McELDOWNEY, P.E., L.S.1987 20891

H. CLAY McELDOWNEY, P.E., L.S.1988 20891

H. CLAY McELDOWNEY, P.E., L.S.1989 20891

H. CLAY McELDOWNEY, P.E., L.S.1990 20891

H. CLAY McELDOWNEY, P.E., L.S.1991 20891

H. CLAY McELDOWNEY, P.E., L.S.1992 20891

H. CLAY McELDOWNEY, P.E., L.S.9-15-93 20891

H. CLAY McELDOWNEY, P.E., L.S.11-18-93 20891

H. CLAY McELDOWNEY, P.E., L.S.12-31-94 20891

H. CLAY McELDOWNEY, P.E., L.S.12-29-95 20891

H. CLAY McELDOWNEY, P.E., L.S.1-3-97 20891

H. CLAY McELDOWNEY, P.E., L.S.1-5-98 20891

H. CLAY McELDOWNEY, P.E., L.S.1-4-99 20891

H. CLAY McELDOWNEY, P.E., L.S.2-2000 20891

H. CLAY McELDOWNEY, P.E., L.S.3-2001 20891

H. CLAY McELDOWNEY, P.E., L.S.11-2001 20891

H. CLAY McELDOWNEY, P.E., L.S.11-2002 20891

16.01

WILLIAM G. BERGH, P.L.S.MARCH 2007 23946

LISA

COURT

WILLIAM G. BERGH, P.L.S.DECEMBER 2008 GS23946

WILLIAM G. BERGH, P.L.S.JANUARY 2010 GS23946

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010 GS23946

WILLIAM G. BERGH, P.L.S.DECEMBER 2011 GS23946

WILLIAM G. BERGH, P.L.S.DECEMBER 2012 GS23946

WILLIAM G. BERGH, P.L.S.DECEMBER 2013 GS23946

WILLIAM G. BERGH, P.L.S.DECEMBER 2014 GS23946

THE AREAS, BOUNDARIES, AND DIMENSIONS SHOWN ON THIS TAX MAP

ARE DERIVED FROM GROUND SURVEYS, AERIAL SURVEYS, AND RECORDED

PLANS, MAPS, DEEDS, AND WILLS AND ARE TO BE USED FOR ASSESSMENT

PURPOSES ONLY.

ORIGINALLY DRAWN TO SHOW CONDITIONS AS OF DEC. 31, 1969

I HEREBY CERTIFY THAT THIS MAP HAS BEEN REVISED UNDER

MY IMMEDIATE SUPERVISION AND COMPLIES WITH THE LAWS OF

THE STATE OF NEW JERSEY.

WILLIAM G. BERGH, P.L.S.DECEMBER 2015 GS23946

WILLIAM G. BERGH, P.L.S.JANUARY 2017 GS23946

WILLIAM G. BERGH, P.L.S.NOVEMBER 2017 GS23946

LAND SURVEYOR - LICENSE NUMBER: GS23946

WILLIAM G. BERGHNEW JERSEY PROFESSIONAL

AutoCAD SHX Text
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6

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9

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7

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.

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S

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S

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2

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5

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.

9

0

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4

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9

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7

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S

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28

8

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S

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350(S)

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4

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115(S

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100'

1310(S)

5

6

0

(

S

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1

0

5

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0

310'(S

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1

0

2

0

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S

)

960'(S)

1

0

4

0

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)

4

2

0

(

S

)

1

7

7

0

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2

630(S

)

500(S

)

650(S

)

320(S

)

650(S)

284(S)

594(D

)

696.96

683.9

1

0

9

9

.0

9

1

0

9

7

.1

3

290(S

)

280(S

)

1412.34

6

8

0

(S

)

6

7

0

(S

)

270(S

)

250(S

)

6

6

0

(S

)

1000(S

)

1

9

2

.

2

7

960

6

6

0

(S

)

1650(D

)

1485(S

)

862.56

3

8

6

.1

5

1

2

0

.

0

6

1

3

9

.

9

1

251.96

4

2

0

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)

3

8

0

(

S

)

2

6

0

(

S

)

1

2

6

.8

7

1

.5

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.2

3

2

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2

0

'

3

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S

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5

0

(

S

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1

2

0

(

S

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5

0

0

'

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S

)

6

5

0

(

S

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0

(

S

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2

0

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(

S

)

4

7

0

(

S

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3

5

0

(

S

)

1

3

0

(

S

)

5

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8

.0

1

5

5

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S

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230(S

)

3

3

33

7

1

9

'

4

1

.5

2

5

3

3

1

1

0

'

9

7

0

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S

)

400(S

)

4

7

4

8

4

9

5

0

600'(S

)

6

1

0

'(S

)

100'

(S

)

2

3

5

(S

)

230'(S

)

130'(S

)

620(S

)

230'(S

)

170'(S

)

230'(S

)

2

3

5

(S

)

2

3

5

(S

)

440(S

)

200'(S

)

8

0

0

(

S

)

434.05

300(S

)

650(S

)

3

3

0

.0

0

421.24

4

2

0

(

S

)

630(S

)

560(S

)

1

0

7

0

(

S

)

8

0

0

(

S

)

1020(S

)

1110(S

)

490(S

)

2

0

0

(

S

)

1180(S

)

660.0

720(S

)

320(S

)

735.90

1528.8

1(D

)

310(S)

594.0

577.5

0

4

0

5

.2

4

974.03

927.91

6

4

0

.

2

5

2

8

.

0

3

7

0

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S

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8

3

4

.

4

2

4

2

7

.

0

2

1500(S

)

1650(D

)

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)

645(S

)

5

9

0

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(

S

)

4

0

0

'(

S

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265(S

)

2

9

3

.

1

4

1

3

5

.

9

6

4

0

6

.

1

2

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2

2

1

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1

8

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7

.

3

0

7

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0

(

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2

.

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2

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4

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5

2

288.12

9

3

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6

587

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1

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1

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.

2

4

550(S

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3

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.

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)

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.

0

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)

528.00

777.4

2

6

5

9

.

3

6

744.22

4

3

7

.

5

8

124.74

7

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0

7

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5

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7

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0

3

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.7

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33

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3

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2

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8

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266.20'

330

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7

3

330'(D)

1

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'

1

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48

(S)

1

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8

(

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2

5

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(S

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'

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7

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2

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9

0

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1

'

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(S

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2

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5

.

1

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(S

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79.08

239'

84'

2

2

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8

7

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(

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0

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2

1

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119.45

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.

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4

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1

25

25

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1

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4

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.

9

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8

5

0

.

1

9

8

3

6

.

5

8

6

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0

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(

D

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.

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2

0

'

2

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1

'

(

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5

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)

5

6

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(

D

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8

0

(

S

)

4

0

0

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8

5

(

D

)

2

0

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S

)

1

7

5

1

5

0

3

6

5

(S

)

2

2

1

.3

7

8

5

(

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7

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(

S

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9

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(

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380'(S

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33

640'(S

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4

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'

1

4

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(

S

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2

0

0

(

S

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2

2

0

(

S

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1

8

7

.

0

0

1

8

0

1

5

0

1

5

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5

4

.

2

1

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5

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9

3

.

0

0

5

0

4

7

9

.

2

0

4

6

4

.

3

0

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4

5

1

.

4

64

4

1

.

9

2

3

0

(

S

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50(S

)

230(S

)

2

0

0

636.96

810(S

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1

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1

6

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'

170.30

1

0

0

(

S

)

8

1

.

0

7

'

8

5

.

0

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8

5

6

0

5

.

7

6

6

0

7

.

3

5

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2

7

0

.

3

6

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6

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1

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2

1

2

.

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7

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5

2

5

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.

3

3

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514.43'

479.7

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3

1

0

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3

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3

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1

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1

1

6

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5

4

1

6

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6

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5

4

5

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2

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2

0

0

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0

542.88

213.87

6

0

1

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8

200.01

265.20

325.0

0

181.71'

200'

185.56

189.2

6

189.2

6

181.1

0

15

0.1

8

150

15

8.1

5

169.57

158'

169.5

7

420.0'

1

8

5

.

3

'

100.00'

100'

5

8

5

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1

33

66

250

530(S)

3470(S

)

2320(S

)

1859(S

)

1980(S

)

250

240(S

)

440(S

)

2

5

0

(

S

)

475'(S

)

475'(S

)

1

5

1290'

150.44

1

5

0

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4

1

5

0

'

1

5

0

'

2260'(S

)

1720(S)

1600(S

)

3610(S

)

3530(S)

75'

(S

)

1

540'(S)

630'(S

)

2

3

1

1

8

0

'(

S

)

925'(S

)

3

3

2240'(S

)

1190'(S

)

4

0

0

'(S

)

300'(S

)

33.03

0.5 AC.(S)

30.53 AC

5

6

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0

A

C

1

7

8

6

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6

32.20 AC

(S)

2

.

3

1

A

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.

(

S

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2

.

8

0

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.

(

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8

5

.

9

5

3

.

8

5

A

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.

(

S

)

7.63 AC.

7.6 AC.

(S)

C

O

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A

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I

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N

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A

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3

3

CONSERVATION

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3

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(S

)

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0

A

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(S

)

0

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3

A

C

(S

)

1

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7

A

C

3

0

0

4

9

.

5

'

27.04

0

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1

A

C

(S

)

SIGHT

EASEMENT

17.20 AC.

4.33 AC.

1

.

4

7

A

C

.

(

S

)

1

6

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6

A

C

.(S

)

2

0

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0

A

C

.(D

)

4

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0

A

C

4

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9

A

C

9.35 AC.(D)

10.12 AC.(D)

5.75 AC.

(D)

4.75 AC.

10.9 A

C(S

)

4

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A

C

(

S

)

36.8 AC(S)

11.05 AC.

20.44 AC.(D)

25.08 AC.(S)

9

.5

A

C

.(D

)

9.24 AC.(S)

5

2

.

7

8

A

C

.

(

S

)

20' ACCESS

EASEMENT

1.48

AC(S)

1

.5

2

A

C

4

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1

A

C

0

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4

A

C

(

S

)

1

1

.

0

4

A

C

9

.

9

3

A

C

.

1

3

.

3

0

A

C

.

1

3

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0

A

C

.(

S

)

4

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9

A

C

.

7.50 AC

5

.5

6

A

C

.

6

.6

8

A

C

.(

S

)

35.4

1 A

C.(

S)

20.3

8 A

C.(

S)

2

.

5

0

A

C

.

1

.

7

5

A

C

.

1

.

7

5

A

C

.

1

.

7

4

A

C

.

3

.

0

3

A

C

.

3

.

0

0

A

C

.

231.0

0

645.61

6

8

6

.8

8

8

.

1

0

A

C

.

(

S

)

7

.

0

3

A

C

.

2

2

.

4

1

A

C

.

1

0

.

7

4

A

C

.

7.97 AC.

4.73 AC

1

.

1

1

A

C

(

S

)

1.80 AC

2

.

1

5

A

C

ACCESS

EASEMENT

6.07 A

C

.

11.17 AC.

4

.

2

5

A

C

.

4

.

7

8

A

C

.

(

S

)

1.1

6 A

C.

8

.

3

A

C

.

(

S

)

815

8

0

0

33

1.50 AC

SH

EE

T

4

3.25 AC

2.15 AC

177.04

3.87 AC

10' ELIZABETHTOWN

GAS COMPANY

EASEMENT

GA

ST

ON

PLA

CE

LOMMASON

GLEN

H

A

R

M

O

N

Y

T

O

W

N

S

H

IP

W

A

R

R

E

N

C

O

U

N

T

Y

S

H

E

E

T

4

70.80 AC

136.70 AC(S)

23.81 AC

89.50 AC(S)

92.75 AC(S)

94.50 AC(S)

2.5

3 A

C.

(S

)

1030'(S

)

1030'(S

)

1160'(S

)

1060'(S

)

R

ID

G

E

R

O

A

D

1

6

.

5

3

3

.

0

1.32

AC.

1.6 AC.

1.95 AC.

1

2

5

.

0

0

1.44

AC(S)

3

9

6

(

S

)4

2

3

.3

9

4

6

5

0

.

6

6

6

2

5

(

S

)

1.72 AC.

1.72 AC.

1.47 AC.

1.35 AC.

1

6

0

'

1

8

4

.

5

1

'

33.5

'

1

1

5

1

'

150.80'

0.64 A

C

.(S

)

0.32 AC.(S)

0.64 AC.(S)

1

6

.

5

6

5

1

.6

2

2

1

0

.1

0

197.24

2

2

2

.

5

2

'

2

0

0

'

25' WIDE

DRAINAGE &

UTILITY LINE

EASEMENT

2.24

AC

.(S

)

0.64 AC.

0.64 AC.(S)

0.88 AC.

210.00

1.49 AC.

C

O

N

S

E

R

V

A

T

IO

N

E

A

S

E

M

E

N

T

1280(S

)

2010(S

)

730(S

)

7

0

(

S

)

26.67 AC(S)

0.4

6 A

C(S

)

N

E

W

JE

R

S

E

Y

P

O

W

E

R

&

LIG

H

T

C

O

. - G

ILB

E

R

T

B

E

LV

ID

E

R

E

-W

E

S

T

W

H

A

R

T

O

N

T

R

A

N

S

M

IS

S

IO

N

LIN

E

R

IG

H

T

O

F

W

A

Y

FO

UL

RIF

T

RO

AD

0.58 AC

96.15 AC(S)

1

0

9

0

'

(

S

)

3

3

3

3

S H

E

E

T

5

F

O

U

L

R

I

F

T

R

O

A

D

F

O

U

L

R

IF

T

R

O

A

D

2

0.37 AC(S)

1

3

7

'

150'

1

0

3

'

1

2

5

'(

S

)

1

9.00 AC(S)

1

3

2

0

'(

S

)

0.40 AC(S)

60(S)

1

350

(S)

360'

100

(S)

2880(S

)

33

4

158.1

5

1.1

3 A

C.

7

7

.5

0

D E

L A

W

A

R

E

R

I

V

E

R

17

0.77 AC

121.32

156.03

248.98

246.84

C

O

M

M

O

N

W

E

A

L

T

H

O

F

PE

NN

SY

LV

AN

IA

- N

OR

TH

AM

PT

ON

C

O

U

N

TY

- LO

W

E

R

M

T.

B

E

T

H

E

L

T

O

W

N

S

H

I

P

4

5

1

1

BL

OC

K

LIM

IT

S T

A

T

E

O F

N

E

W

J E

R

S

Y

BLO

CK

L

I

M

I

T

2.06

AC.(S)

3

1.00

AC.(S)

3

200

FOUL

RIFT

B

LO

C

K

LIM

IT

2

4

4

.

1

5

4

7

1

.

1

1

122.8

(S)

2

0

4

.

9

'

(

S

)

1

2

0

.

2

4

3

0

.3

4

A

C

.

(N

)

105.1

6

88.7(S

)

1

1

2

0

'

(

S

)

6

2.14 A

C.

CLA

SS

II

0.31 A

C.(S

)

1160'(S

)

7

1

2

1.14 A

C.

CLA

SS

II

1

2

70'(S)

80'(S)

12

0'

0.2

6

AC

.(S)

460'(S

)

4

6

0

'(S

)

0.4

2

AC

.

2

1

0

6

A

C

.(S

)

1

1

.9

4

A

C

.(S

)

SO

UT

H

C

O

N

R

A

I

L

-C

EN

TR

AL

(

F

O

R

M

E

R

L

Y

P

E

N

N

.

T

R

A

N

S

P

O

R

T

A

T

IO

N

C

O

.- U

NIT

ED

N

.J. R

AILR

OA

D &

C

AN

AL C

O.

BE

LV

ID

ER

E - D

ELA

WA

RE

B

RA

NC

H

MA

IN

LIN

E

1

HARMONY TOWNSHIP

9

10

980(S

)

BU

CK

HO

RN

C

R

E

E

K

8

W

H

I

T

ER

O

A

D

8

0

(

S

)

0

.9

5

A

C

.(

S

)

0

.7

4

A

C

.(S

)

0

.6

3

A

C

.(S

)

0

.6

9

A

C

.(

S

)

S C

O

T

T

' S

M O

U

N

T

A

I N

1.05

AC.

5

0

0

(

S

)

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A DIGITIZED

COPY OF THE TAX MAP ORIGINALLY

PREPARED BY ROBERT MC

ELDOWNEY JR., P.E., L.S., DATED

DECEMBER 1969 AND REVISED

THROUGH NOVEMBER 2002. THE

ORIGINAL TRACINGS ARE FILED IN

THE TAX ASSESSOR'S OFFICE.

2

5

'

D

R

A

I

N

A

G

E

E

A

S

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M

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N

T

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

WILLIAM G. BERGH, P.L.S.JANUARY 2008

23946

77.10'

9

8

.

6

5

'

75'

1

7

4

.9

4

'

73'

0.32 AC.

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010

GS23946

1944.96'

650.00'

1294.96'

10.03

2.52 AC.

163.86'

572.03'

182.27'

764.00'

1467.5

2'

222.00'

325.00'

10.02

1.49 AC.

274.97'

197.70'

300.70'

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION - EXEMPTED

50.58'

SIGHT

EASEMENT

38.56'

74.30'

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION - EXEMPTED

50' COMMON

DRIVEWAY

EASEMENT

WILLIAM G. BERGH, P.L.S.DECEMBER 2015

GS23946

NEW JERSEY CONSERVATION

FOUNDATION

EXEMPTED

N

E

W

J

E

R

S

E

Y

C

O

N

S

E

R

V

A

T

IO

N

F

O

U

N

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-

E

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NEW JERSEY CONSERVATION

FOUNDATION - EXEMPTED

Page 3: WILLIAM G. BERGH

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H A R M O N Y T O W N S H I P

WARREN COUNTY

W

A

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H

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A

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Y

FRANKLIN

TOWNSHIP

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

5

3

5

.

4

8

A

C

.

8

8

0

'(

S

)

8

9

8

.

8

2

(

D

)

2

9

2

.

2

0

(

D

)

3

3

1

.

4

1

3

2

3

.

0

8

1

5

1

.

8

0

6

7

9

.

8

0

8

6

5

.

5

3

4

1

7

.

8

7

3

1

0

.

9

3

4

2

.

6

4

A

C

.

4

6

2

.

8

3

3

3

0

.

3

1

2

8

7

.

1

0

333.75

3

7

.

8

7

A

C

.

3

4

8407.93

3

3

7

.

2

0

6

6

1

.

8

0

3

3

4

.

2

3

2

9

.

0

1

1

.

9

7

A

C

.

2

1.83 AC.

241.3

3

1

4

6

.

9

2

1

2

4

.

9

3

1

5

2

.

3

8

3

1

2

.

2

2

0.57 AC.(S)

1

6

.

5

0

'

200(S)

1

3

0

(

S

)

1

5

6

.5

0

4

4

8

.8

0

4

4

8

.

8

0

2

9

4

.

7

1

A

C

.

3

0

0

(

S

)

5

0

0

(

S

)

5

9

8

'

3

8

0

(

S

)

2

8

4

.

8

4

A

C

.

2

6

3

.

7

9

A

C

.

4

6

0

(

S

)

2

6

0

'

4

2

0

(

S

)

6

0

0

(

S

)

7

3

8

'

2

4

3

8

.

3

0

A

C

.

6

9

.

0

6

A

C

.

3

8

0

(

S

)

6

4

0

(

S

)

2

0

0

(

S

)

2

1

0

(

S

)

7

0

0

(

S

)

3

2

7

.

6

6

8

9.02 AC.

2

1

7

.2

3

4

4

2

.

5

4

2

7

0

(

S

)

1

9

2

.

0

6

'

1

1

1

.

6

1

240.44

6

6

2

'

150'

150

7

12.51 AC.

666.06'

549.96

2

3

.

6

4

4

5

4

.

5

2

7.01

2.26 AC.

7.02

2.09 AC.

173'

9

2.2

8 A

C.

8.01

1.35 A

C

.

314'(S

)

318'(S

)

1.03 AC

1.00

AC.

10.01

10

2

9

7

.

0

0

6

1

4

.

9

1

9

0

2

.

9

9

7

7

2

.

2

0

4

7

8

.

5

0

1

3

9

8

.

4

5

1

1

.

0

1

2

1

.

4

3

A

C

.

1

1

5

4

.

1

8

A

C

.

1

8

2

2

.

2

8

2

8

7

.

1

0

2

8

4

.

9

7

'

5

1

6

.

2

4

7

5

7

.

1

4

1

0

4

.

1

(

S

) 5

3

2

'

(

S

)

739.88'

5

5

9

'

(

S

)

0.65 A

C.

2

4

1

2

4

0

.9

6

4

6

'

1

4

7

.

4

9

291.3

4

25

85.84

3

1

0

.9

0

A

C

.

32

1.1

9

AC

.

150'

33

1.6

1

AC

.

446.54

150'

570.86

562.47

34

3.8

2 A

C

.

299.1

0

887.57

1

7

0

.

0

1

5

0

.

0

0

1

0

0

.

0

3

4

0

0

(

S

)

743.16

670(S

)

35

12.59 A

C

.

30

84.52 AC.

13

160(S)

95(S

)

2

6

'

3

3

'

41.5'

25'

183

1

8

5

(S

)

5

5

9

.6

4

1

9

9

.

5

4

1

8

8

.

8

6

2

6

0

(

S

)

3

2

4

.

7

0

4

4

2

.

9

9

2

8

5

(

S

)

4

2

7

5

3

6

4

58.0

6 A

c.

3

16.89 AC(G

)

16.36 AC(N)

2

5.84

AC.(S)

1

1

3

.8

5

A

C

.(S

)

1

.0

4

1

.8

8

A

C

.

1

.0

3

1

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5

A

C

.(S

)

1

.0

2

2

.5

0

A

C

1

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1

1

.8

0

A

C

7

4.92 AC.

7.01

10.12 AC.

11

2.94

AC(S)

6

6.29

AC.

11

1

8

3

.

1

1

3

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3

1.9

6

AC

.(G

)

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5

A

C

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)

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C

.

(G

)

1

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6

A

C

.

(S

)

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4

A

C

.(G

)

0

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3

A

C

.(S

)

23

54.03 AC.

22

25.81 AC.

1

2

6

0

(

S

)

800(S

)

1376.80

1394.50

807.65

601.15(S

)

2

5

5

.

4

6

1409.8(S

)

2

2

0

(S

)

1

8

2

(

S

)

3

5

(S

)

55'

4

6

.

5

'

4

0

8

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(S

)

2

0

0

3

1

8

.

2

6

3

9

8

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(S

)

1

9

9

.

3

(

S

)

1

1

8

.

0

0

299.0

0

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8

80.5

1

5

9

7

.

5

1

2

2

0

.

0

0

80.40

2

8

1

3

6

0

(

S

)

383.3

389

3

5

0

(

S

)

190.3

6

863.1

4

377.0

0

1880(S

)

1

9

3

6

'(S

)

3

0

'

490.74

564.60

444.12

889.25322'(S)

46'(S

)

264'(S)

5

0.45 AC.

1

9

8

'(

S

)

2

6

5

3

0

0

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0

2

5

5

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2

2

3

9

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1

1

6

2

3

7

6

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4

1

3

6

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3

3

4

0

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8

1

0

8

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8

2

4

5

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0

3

1

8

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0

2

6

4

0

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8

7

2

3

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2

2

4

2

.

2

7

2

0

9

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1

3

0

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)

7

9

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9

326.55

2

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0

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3

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7

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7

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.

2

9

2

3

7

.

7

8

7

2

3

.

6

7

1

7

0

(

S

)

200'

264.15

185

8

9

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4

1

0

1

3

.

2

2

1

0

0

3

.

2

2

2

7

9

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5

8

4

6

0

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)

2

4

0

(

S

)

1

8

0

(

S

)

4

0

9

.

9

2

9

0

3

.

5

1

3

1

8

.

5

8

3

0

2

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8

4

0

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S

)

3

1

0

(

S

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10

0.49 AC

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12

14

DR

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A

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25' D

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A

IN

A

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S

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18

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EASEMENT

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0.94 AC.

6

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BU

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33'

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33'

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55' RIGHT OF WAY

EASEMENT

4

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.5

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307.93

25'

C

L

CL

1

1

5

.5

8

105'

(S)

300'

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 24, 1986 20891

3

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208.73'

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50'

82.00'

125.00'

338.40'

123.39'

208.71'

267.84'

18.6

7'

19.0

2'

453.09'

2

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98.50'

310.11'

165.9

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458.50'

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332.7

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314'(S

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80.89'75.00'

51.48'

217.80'

242.83'

8.02

2.64 AC

2

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THIS TAX MAP SHEET IS A DIGITIZED

COPY OF THE MAP PREPARED BY

ROBERT MCELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND REVISED

THROUGH NOVEMBER 2002. THE

ORIGINAL APPROVED MAP IS ON FILE IN

THE ENGINEER'S OFFICE.

WILLIAM G. BERGH, P.L.S.JANUARY 2008 23946

WILLIAM G. BERGH, P.L.S.DECEMBER 2008 GS23946

3

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FARMLAND

PRESERVATION

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FARMLAND

PRESERVATION

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WILLIAM G. BERGH, P.L.S.JANUARY 2010 GS23946

5

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204.60'

119.5

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458.47'

480.4

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834.79'

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771.72'

90.00'

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83.52 FARMLAND

PRESERVATION

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30' DRIVEWAY

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WILLIAM G. BERGH, P.L.S.NOVEMBER 2010 GS23946

1

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917.90'

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53.03 FARMLAND

PRESERVATION

EASEMENT

57.06 ACRE

FARMLAND

PRESERVATION

EASEMENT

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134.27'

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169'(S)

137.26'

1

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'

8.34'

WILLIAM G. BERGH, P.L.S.DECEMBER 2012 GS23946

88'(S

)

WILLIAM G. BERGH, P.L.S.DECEMBER 2014 GS23946

WILLIAM G. BERGH, P.L.S.DECEMBER 2015 GS23946

WILLIAM G. BERGH, P.L.S.NOVEMBER 2017 GS23946

5.69 AC.

5

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AutoCAD SHX Text
N
Page 4: WILLIAM G. BERGH

3

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4

OXFORD TOWNSHIP

W

A

S

H

IN

G

T

O

N

T

O

W

N

S

H

IP

SUMMERFIELD

S

H

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Y

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A SCANNED

COPY OF THE MAP PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND

REVISED THROUGH NOVEMBER 2002.

THE ORIGINAL TRACINGS ARE FILED IN

THE TAX ASSESSOR'S OFFICE.

6

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260.76'

1

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C

1

2

3

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7

1

A

C

.

(

S

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1

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2

0

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1

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5

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5

0

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1

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(

S

)

1

1

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0

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1

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1

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1

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0

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2

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(

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1

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4

2

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4

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3

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8

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4

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7

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7

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5

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25

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2

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9

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2

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5

3

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0

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9

1

0

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)

4

1

0

(S

)

9

5

0

(

S

)

5

0

0

(S

)

480 (S

)

384.33

4

1

0

(

S

)

453.01

836.20

314.38

1

1

2

2

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0

3

0

7

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5

A

C

.

50' R

/W

T

O

LO

T

47

853.28

915.42

1

5

0

(S

)

570 (S

)

284.46

2

3

7

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0

8

7

0

(

S

)

549

130.28

2

2

6

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1

194.77

4

0

0

(S

)

2

1

7

3

0

4

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4

1

6

3

2

2

'

7

9

0

(

S

)

4

3

6

' (S

)

3

4

6

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0

'

251.46

3

1

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3

3

0

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2

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9

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C

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2

4

1

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8

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C

.

3

3

4

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2

2

1

4

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2

0

0

(S

)

134.34

348.50

168.27

154.58

368.08

3

2

9

.

6

9

300'

1

1

5

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1

6

1

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2

9

2

.

9

3

N

E

W

P

O

N

D

16

A

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3

3

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3

3

'

4

1

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0

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2

5

'

24.01

3.36 AC.

2

9

3

.

4

4

5

9

8

.

8

4

2

3

9

.

5

7

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25'

4

8

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9

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3

3

'

6

5

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33'

4

1

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2

5

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25'

33'

25'

41.5'

2

5

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5

0

'

5

0

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7

9

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6

5

'

4

9

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5

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33'

3

3

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33'

3

3

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3

3

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4

9

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5

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A

N

S

M

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S

IO

N

33'

4

1

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'

2

5

'

17

SIGHT

EASEMENT

LEVEL

SPREADER

EASEMENT

WHITE TOWNSHIP

EXEMPTED

POND

2

5

'

R

O

A

D

C

A

S

T

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R

A

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C

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0

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8

0

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0

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2

9

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0

2

24.03

1.54

AC.

3

1

9

.

5

3

3

4

4

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3

9

1.75

AC.

24.165

9

9

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5

3

5

5

3

.

9

4

2

3

1

.

0

2

3

3

.

1

6

2

1

8

.

4

4

2

3

1

.

1

1

24.02

3.07 AC.

50' WIDE

DRIVEWAY

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4

1

5

.

4

1

4

0

1

.

2

5

1

1

6

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4

24.17

1.50 AC.

1

3

.

4

4

3

0

8

.

3

1

4

0

4

.

3

4

244.38

1

9

0

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0

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2

4

3

.

3

2

3

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5

P

R

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V

A

T

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M

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5

0

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)

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0

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0

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5

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8

4

3

9

6

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5

7

2

7

4

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9

4

8

5

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2

4

3

9

9

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1

4.8

9 A

C.

24.1

5

369.99

460.36

4

0

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9

2

3

0

'

W

I

D

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S

W

A

L

E

E

A

S

E

M

E

N

T

7.18 AC.

24

1

4

5

'

2

1

4

.

4

2

180.00

3

0

1

.

0

7

A

C

20' R

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.

125.20

1

8

3

.

1

8

2

0

'

R

.

O

.

W

.

3

3

2

.

5

0

A

C

.

2

8

0

'

6

5

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2

6

5

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2

1

4

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3

1

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C

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3

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4

1

8

0

2

8

6

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5

8

1

5

0

(

S

)

5

2

.

8

1

6

9

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7

3

2

1

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1

0

A

C

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5

0

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2

7

3

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3

3

2

2

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2

3

2

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5

4

9

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6

2

3

0

0

(

S

)

4

1

1

.

6

5

A

C

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4

0

1

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0

0

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C

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5

2

0

(

S

)

2

0

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A

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D

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R

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A

D

1

5

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8

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(

S

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3

0

0

(

S

)

2

7

0

(

S

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1

7

0

(

S

)

(

S

)

7

0

3

7

1

.

1

4

A

C

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5

5

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0

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0

3

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5

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0

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0

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9

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4

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0

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7

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2

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4

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3

3

3

6

1

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0

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C

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5

2

0

(

S

)

5

0

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S

)

2

5

0

.

8

1

6

5

3

8

.

0

1

1

.

5

0

A

C

.

38

24.58 AC

.

245.69

2

5

3

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3

32.15

3

5

1

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8

A

C

.

20'

RO

W

1

8

1

.

9

2

1

6

7

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7

8

0

2

.

1

3

2

6

3

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7

'

R

=

6

5

'

8

7

.

1

3

PO

ND

7

9

.

1

2

2

0

0

(

S

)

7

0

5

.

0

7

2

2

0

(

S

)

2

1

0

(

S

)

1

3

2

1

3

2

.

5

1

1

8

1

.

3

9

1

8

1

.

4

5

7

3

0

(

S

)

7

8

0

(

S

)

8

7

1

.

1

5

1

0

7

9

.

8

7

9

5

6

.

5

87

7

2

.

4

1

'

5

8

2

.

8

9

262.70'

170.23

270 (S

)

1346.29

1940 (S

)

1

0

0

'

2

1

5

.

8

6

'

2

0

2

.

1

8

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2

0

5

.

0

0

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2

0

5

.

3

6

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2

0

0

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1

8

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2

0

0

.

0

0

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2

5

2

.

9

2

'

2

7

6

.

4

2

'

6

1

0

.

4

6

R=65'

111.6

8

6

1

0

.

4

6

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1

0

7

.

3

6

2

5

0

.

0

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4

6

7

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0

0

6

6

7

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0

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5

7

1

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9

4

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1

1

1

1

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5

5

1

3

3

0

(S

)

3

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5

9

A

C

.

2

4

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0

5

3

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3

5

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2

4

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0

6

3

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6

2

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C

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2

4

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0

7

4

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4

4

A

C

.

2

4

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0

8

3

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9

5

A

C

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2

4

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0

9

3

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9

7

A

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2

4

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1

0

3

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1

0

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.

2

4

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1

1

3

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0

5

A

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.

2

4

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1

4

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0

4

A

C

.

2

4

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1

3

3

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0

5

A

C

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2

4

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1

2

P

L

5

0

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0

B

U

C

K

H

O

R

N

1

0

0

1

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7

165.74

253.6

2

5

3

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212'

23.01

1.12 AC.

7

1

7

.

8

19

1.0

2

AC.

16

0.1

4 A

C.

5

0

0

(

S

)

7

0

0

(

S

)

9

5

0

(

S

)

7

5

0

(

S

)

3

3

3

.

2

4

3

2

5

6

0

0

(

S

)

2

1

4

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0

8

0

0

(S

)

50.84

4

0

1

.

1

2

54.53

154.71

2

6

1

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7

A

C

.

2

7

1

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8

A

C

.

2

8

2

.

1

4

A

C

.

1

2

4

8

.

4

1

1

2

3

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4

1

0

2

7

.

3

4

3

3

1

.

5

2

152.67

2

6

4

1

2

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1

0

3

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3

1

6

0

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7

9

0

5

4

0

3

0

6

.

7

5

6

5

.

4

3

4

6

.

5

0

5

4

0

.

5

9

'

194.5'

194

5

5

2

.

2

4

5

6

5

.

5

9

1

6

4

.

0

1

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1

7

4

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2

6

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3

5

3

1

8

0

.

4

1

2

2

5

(S

)

2

5

0

(S

)

186'

197'

3

4

6

'

170 (S

)

164.01'

7

5

0

(

S

)

2

2

0

(

S

)

4

0

(

S

)

3

0

0

(

S

)

1

5

0

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4

0

0

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(

S

)

2

9

1

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7

(

S

)

2

3

0

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0

377.34

158.7(S

)

C

L

(S

)

393.85

155'

438.99

2

2

5

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0

1

5

4

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9

2

3

3

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1

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3

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4

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3

7

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7

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8

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2

9

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3

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5

4

1

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5

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6

1

9

7

.

1

4

1

4

6

.

0

0

6

0

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3

2

3

6

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9

2

7

0

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0

1

8

7

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9

2

4

4

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0

0

280.1

3

2

4

3

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3

3

8

7

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3

1

31.0

1

1.7

2 A

C.

1.6

6 A

C.

(N

)

31

1.4

4 A

C

.

(S)

31.0

2

1.8

1 A

C.

0.8

1

AC

.

0

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8

9

A

C

.

3

3

3

4

3

5

1

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.

3

6

1

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1

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3

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3

7

1

8

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5

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0

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.

4

0

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1

3

.

9

9

A

C

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4

0

1

7

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2

8

A

C

.

3

8

1

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4

A

C

(

S

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4

2

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2

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4

A

C

.

4

2

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1

9

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1

9

A

C

.

4

3

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9

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2

5

0

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4

2

3

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3

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4

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4

2

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6

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3

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2

2

0

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3

0

1

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5

400.0

1

6

5

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0

0

50'

7

0

(

S

)

3

0

(S

)

9

6

7

.

9

0

1

6

7

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9

1

9

2

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0

5

182.26

3

0

5

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0

150'

170'

5

5

1

.

2

1

A

C

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5

7

1

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4

A

C

.

54

1

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1

A

C

.

53

1.35 AC.

52

1.2

9 A

C.

(S)

500

175'

9

1

7

.

2

8

4

8

7

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7

3

8

2

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0

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3

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4

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9

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3

7

0

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S

)

3

2

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3

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3

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6

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6

2

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3

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9

0

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0

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2

0

(S

)

2

1

4

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2

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5

1

5

4

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1

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1

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2

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1 A

C.

2

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2

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3

8

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4

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1

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9

4

8

302.5

6

524.2

9

221.7

3

1

5

5

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8

2

1

5

5

.

7

6

'

219.23

175.12

150

3

3

1

.

3

2

2

6

6

.

4

8

58.84

2

8

6

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0

2

8

5

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9

155.2

2

5

1

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2

2

8

6

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1

2

3

4

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2

2

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2

2

7

6

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0

19.07

236.678

6

.

3

6

2

1

6

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1

1

0

' (S

)

128.93

218.98

8

0

.

8

7

5

0

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4

221.18

1

7

3

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4

3

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3

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1

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2

5

0

(

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)

1

0

0

(

S

)

2

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0

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S

)

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4

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4

8

1

2

0

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0

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2

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1

2

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4

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5

7

3

3

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1

0

7

9

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4

0

684'

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)

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C

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2

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C

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6

2

.

2

4

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5

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7

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C

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9

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AC

4

1

.

3

7

A

C

.

&

3

2

0

' (S

)

1250 (S)

1

0

0

'

2662.05'

1070 (S

)

2

6

2

.8

1

6

7

0

(S

)

770 (S

)

1

5

0

(

S

)

6

2

4

.

5

3

813 (S)

5

7

0

(

S

)

780 (S)

1

0

7

5

.

5

2

5

5

0

(

S

)

4

4

5

.

5

0

1610.53 (D)

1340 (S)

5

.

7

7

1183.61

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5

5

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3

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S

)

3

2

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.

0

0

6

7

9

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0

7

7

1

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3

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9

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2

6

5

0

(

S

)

23

67.06 A

C

.

44

215.36 A

C

. (S

)

42

80.90 A

C

. (S

)

57

4.94 AC. (S)

45

21.11 AC. (S)

46

46.69 AC. (S)

12

36.92 AC. (D)

3

5

8

.2

2

135.46

148.25

8

8

.

5

7

1

3

4

'

1

4

6

'

2

5

0

(

S

)

3

2

0

(

S

)

4

5

9

'

2

5

0

(

S

)

3

5

3

.

7

2

WHITE TOWNSHIP

EXEMPTED

8

3

9

(

S

)

1

0

5

0

1

0

8

9

.

0

0

1

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0

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4

6

1

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5

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242

4

5

2

.

7

6

4

5

3

490.78

1

6

1

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5

0

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.

0

2

125.40

2

4

3

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6

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1

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3

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9

3

4

2

4

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2

6

3

2

4

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0

2

2

5

7

.

5

9

MT. NO MORE

2

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1

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0

0

A

C

.

2

1

1

.

0

0

A

C

.

2

0

2

.

0

0

A

C

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1

8

3

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6

6

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C

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1

7

5

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8

0

A

C

.

(

D

)

6

7

9

6

9

7

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7

3

5

1

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6

5

2

9

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0

3

9

4

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4

1

2

0

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6

3

0

6

.

8

5

1

2

9

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2

3

8

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8

5

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8

9

9

1

2

8

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4

1

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4

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1

1

5

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6

2

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2

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6

1

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8

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2

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3

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3

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1

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4

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S

)

1

7

3

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4

6

1

2

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9

1

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5

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0

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6

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5

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6

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6

4

2

3

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5

4

7

4

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7

3

4

0

(S

)

2

2

5

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0

3

0

0

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0

3

0

0

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0

2

2

5

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150'

1

6

0

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3

1

3

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1

682.89

681.71

3

4

2

.

2

2

2

3

2

.

2

2

3

0

0

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156.92

2

3

.

3

1

1

1

6

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2

4

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7

3

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5

1

1

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0

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1

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5

3

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0

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4

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3

1

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6

1

2

5

.

4

4

180 (S

)

2

0

2

'

200 (S

)

1

6

4

'

459.79

403.98

145.60300.00200 (S)

1

7

0

(S

)

8

0

0

(S

)

294.27

1

7

8

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8

1

5

2

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0

38.03

208.15

450.00

3

1

0

.

1

8

'

267.46

175'

175'

547.51

547.51

599.40

358.00

165.05

244.24

862.04

244.36

181 (S

)

261 (S

)

2

5

0

(

S

)

3

6

0

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2

(

S

)

551.32

523 (S)

430 (S)

428.0 (S)

8

7

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9

A

C

.

51

6.07 AC.

54

2.50 AC.

52

2.25 AC.

6

0.9

2 A

C

5

0

.

4

4

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C

9

.

0

11

.

1

4

A

C9

0

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3

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9

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)

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1

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4

A

C

.

0

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4

A

C

. (

S

)

1

5

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3

0

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1

A

C

.

1

4

0

.9

5

A

C

.

1

1

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1

1

1

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0

A

C

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1

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6

A

C

.

1

0

2

6

A

C

.

(S

)

53

1.44

AC.

1

5

0

'

55

2.29 AC.

3

3.99 AC.

49

2.08 AC.

61.01

3.06 AC.

61

2.85 AC.

4

2.27 AC.

B

R

A

S

S

B

U

C

K

L

E

Y

48

42.64 AC.

637.52

48.01

15.47 AC.

298.3 (S)

300.50

150.25

150'

2

0

0

78.98

313.9

8 C

L

233.32

2

0

0

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0

235.00

2

0

0

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0

C

L

319.36 C

L

289

294.3 (S)

150.35

58

1.11 AC.

59

1.05 AC (S)

47

08 AC.

CORNISH

A

V

E

N

U

E

2

7

0

(

S

)

7

1

0

(S

)

C

L

8

1

6

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0

1

7

0

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0

'

C

L

50'

14

1

0

9

4

24.02

1

0

.9

9

A

C

.

D

R

I

V

E

B

U

C

K

H

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R

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S

U

M

M

E

R

F

I

E

L

D

1

0

7

4

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3

3

0

8

'

1

8

7

'

2

6

8

'

3

9

9

.

4

(

S

)

131.6

4

6

1

0

.

0

0

2

7

4

.

0

3

1

8

3

.

0

0

(

D

)

2

0

6

.

1

4

3

8

9

.

5

1

CL

3

7

2

.

9

(

S

)

2

3

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2

2

.

4

5

A

C

.

2

3

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1

1

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4

0

A

C

.

1

0

5

2

.

4

1

4

6

8

.

8

5

2

8

4

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0

2

6

6

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(S

)

C

L

173.79

97.67

1

3

5

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1

1

6

5

.

4

4

1

6

5

.

1

2

2

7

0

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0

9

3

2

5

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0

3

1

7

5

.

1

9

1

7

8

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4

33

4

5

.

2

1

5

3

4

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2

5

2

2

3

0

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3

6

4

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9

7

0

4

.

9

8

2

3

3

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9

1

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C

.

(

G

)

3

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7

5

A

C

.

(

S

)

2

4

1

.

1

3

A

C

.

2

4

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1

1

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0

5

A

C

.

2

5

0.25 AC.(S)

7

3

6

.

1

5

6

5

0

.

7

6

'

5

1

3

.

5

'

7

9

9

.

9

2

206.00

3

0

3

.

0

0

227.00

3

0

0

.

0

0

1

6

3

.

5

2

1

7

8

.

8

8

288'

1

5

0

(S

)

300

(S

)

2

2

1

2

.

1

2

A

C

.

2

1

1

.

3

9

A

C

.

20

9.78 AC.

1

9

1

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0

A

C

.

250

(S

)

263'

5

3

8

.

9

7

5

2

0

(S

)

18

2

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2

A

C

.

1

8

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3

3

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7

A

C

.

1

0

0

(

S

)

2

2

0

(

S

)

2

8

1

.

1

8

2

5

0

(

S

)

4

7

0

(

S

)

2

0

0

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2

0

0

(

S

)

7

4

.

4

9

1

3

0

(

S

)

6

5

5

.

8

2

1

8

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2

1

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1

A

C

.

1

8

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1

1

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0

A

C

.

2

6

8

'

1

8

7

'

CHURCH-EXEMPTED

SUMMERFIELD METHODIST

1

8

9

6

'(

S

)

37

83.33 AC.

1

8

4

3

'(

S

)

6

2

8

'

5

0

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R

O

W

2

6

3

.

6

3

A

C

.

S

I

G

H

T

E

A

S

E

2

7

1

4

0

.

7

0

1

4

5

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2

0 3

1

4

.

3

6

2

8

0

.

0

2

0

.

8

5

A

C

.

1

5

0

(

S

)

2

5

7

'

2

8

2

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0

A

C

.

1

7

0

(

S

)

200'

420(S

)

29

2.0

1 A

C.

2

3

2

.

3

2

502.58

2

3

7

.9

2

(D

)

150.00 150'

150.0

0

150.0

0

1

5

0

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2

1

5

0

'

1

5

0

'

1

4

9

.9

9

9

0

0

(

S

)

1

8

3

0

(

S

)

36

69.82 AC. (S)

1

5

5

0

(

S

)

110(S)

4

0

0

'(S

)

5

8

7

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9

4

0

5

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420.8

1

7.26

4

2

.

2

1

167.43

6

3

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9

1

6

6

.

8

3

2

2

8

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5

25

2

3

3

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7

50

34

4.01 A

C

.

3

5

70'

(S

)

1.0

1 A

C.

(S

)

2

6

3

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2

6.4

5

1

1

7

.

1

8

2

6

9

.

3

6

1

5

2

.

1

5

6

5

.

5

3

3

6

2

.

7

4

431.53

6

6

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3

2

9

7

.3

2

345.51

345.52

312.01

76.9

6

115.7

1

75.0

0

245.00

1

8

4

.

8

5

2

4

9

.

1

1

2

7

2

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1

3

4

8

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5

115.6

1

1

1

4

.

9

7

2

1

1

.

5

6

1

7

4

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2

7

0

.

0

0

30

2.03

AC. 299.61

31

2.02

AC.

312.01

50.0

0

50

31.01

1.08

AC.

(S)

243.29

32.01

4.40 AC.

7

4

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6

7

5

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0

330.00

329.02

326.95 32

1.13

AC.

AC

.

1.0

8

32.02

198.17

1

3

7

.

3

5

9

1

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3

2

0

0

.

1

8

1

7

5

.

6

3

3

5

7

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0

3

3

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6

3

3

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7

1

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0

A

C

.

33.0

8

1.0

4

AC

.

3

7

1

.

5

2

2

6

2

.

3

5

1

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9

A

C

.

300'(S

)

300'(43)

299.99

1

4

9

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4

33.05

1.1

2

AC

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33.0

4

1.1

2

AC

.

33.03

1.03

AC.

(S)

3

3

7

.

7

4

53.0

6'

33.09

1.16 AC.

33.11

33.10

1.22 AC.

1.44

AC.

1

2

3

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6

8

4

.

0

3

1

0

3

.

0

5

1

9

6

.

7

4

330.94

1

5

2

.

4

3

1

6

4

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9

178.00

3

2

1

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9

3

2

7

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2

2

3

4

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0

4

0

1

6

3

177'

33.12

1.01

AC.

33.02

1

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6

A

C

.

2

3

.

3

9

4

6

.

6

1

33

1

.

0

6

A

C

.

33.01

1

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0

A

C

.

2

4

8

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5

2

5

0

.

3

3

75.0

0

3

3

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3

1.01 AC.

TEMPORARY

CUL-DE-SAC

EASEMENT

DRAINAGE

EASEMENT

F

O

X

C

H

A

S

E

RO

AD

D

E

E

R

PATH

C

T

4

9

.

5

'

C

L

4

5

7

.

4

1

R

O

A

D

33'

C

L

C

L

C

L

C

L

6

6

'

3

1

6

.

5

0

3

1

6

.

5

0

3

0

0

3

0

0

.

0

0

2

1

6

.

6

7

5

8

3

.

3

5

4

1

9

.

0

2

500.42

1

3

0

.

0

2

150.00

336.77

357'

200'(D

)

2

3

8

'

2

1

6

.

6

7

1

7

5

1

7

5

1

9

1

.

6

8

3

1

5

.

1

8

3

1

0

.

0

2

1

5

0

7

6

.

1

6

2

2

0

2

2

0

'

1

8

9

.

2

3

59'

1

3

4

.

2

9

150.0

0

3

1

2

.

5

7

1

5

0

.

0

1

2

9

.

5

6

50'

3

1

2

.

5

7

150.0

150.9

2

2

9

9

(S

)

5

0

150

150

150(S)

150(S)

209.39

150'

200

3

6

6

.7

8

3

8

3

(

S

)

3

2

4

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1

514.4

3

1

1

3

0

.

1

41

0

9

0

(

S

)

149.21

2

4

9

.

3

8

466(S

)

540(S

)

536.15

5

3

7

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5

2

8

7

.

9

0

492.30(S

)

546.68

200.00

197.46

289.73

289.82

194.7'

210.25

15

D

R

I

V

E

5

0

.

0

0

R

O

A

D

2

1

9

.

6

0.2

4

AC

0

.

5

0

A

C

.

2

3

19

1.03

AC

.

20

1.03

AC.

21

1.03

AC.

22

1.07

AC.

23

1.50A

1

29.0 AC.±

4

9

.

5

1

A

C

.

(

S

)

200'(S)

8

0

(

S

)

200'(S

)

3

3

0

'

(

S

)

0.44 AC. (S)

18

1

8

7

0

(

S

)

312.41

31.2

9

0

(S

)

1

0

1

7

(S

)

20' DRAINAGE

EASEMENT

5

0

0

(

S

)

4

0

0

(S

)

1.01

1.9

AC

. (S

)

(

C

O

.

R

T

E

6

2

3

)

C

A

S

T

L

E

3

0

0

5

0

6

5

0

(

S

)

80 (S)

5

.0

4

1

.

5

7

A

C

.

5

.0

3

1

.

2

1

A

C

.

5

.0

2

1

.

2

1

A

C

.

5.0

1

1.0

9

AC

.

5.05

7

.7

0

A

C

.

POND

17

16.16 AC. (S

)

16

10.89 AC. (S

)

1

1

7

0

(

S

)

950 (S

)

0

.3

0

A

C

.

7

6

1.42

AC.

0.23 AC. (S)

2

0

0

'

(

S

)

160' (S

)

15

CO

NS

ER

VA

TIO

N

EA

SE

M

EN

T

740 (S

)

450.00

300 (S)

300 (S)

150'

150(S

)

2

0

2

60

1.14 AC.

255

63

1.13 AC

.

255

(S)

1

8

0

(

S

)

2

0

5

266

2

0

2

(

S

)

225

62

1.10 AC.

8

3

.

0

4

150(S

)

150(S

)

300

300(S)

150'

150'

46.01

1.10 AC

.

46.02

1.10 AC.

300(S)

46.03

1.01 AC.

(S)

3

0

4

.0

5

2

6

0

'

1

7

5

'

7

0

.7

4

A

C

.

5

9

8

.4

466(S

)

8

7.0

0 A

C.

9

2

8

'

6' ± D

RA

IN .

EA

SE

M

EN

T

466.0

9

9

6.1

1 A

C.

10

3.2

3 A

C.

EASEMENT

2

5

'

D

R

A

I

N

A

G

E

41.6

98.4

4

658.66

10.01

3.65 AC.

E

A

S

E

M

E

N

T

25' DRAINAGE

433.94

14

6.2 AC.

600(S

)

11.01

1.68 AC.

409.2'

271.67'

167'

11.02

1.72 AC.

408 (S)

155 (S

)

420 (S

)

11.03

1.50 AC.

3

5

0

(D

)

230 (S

)

176

352.61 (D)

327.61

176.00

189.96

11

3.78 AC.

3

2

9

.

3

3

3

0

0

(

S

)

130 (S

)

130' (S)

130 (S

)

50'

2

0

0

'

(

S

)

12

0.20 AC. (S)

C

L

3

1

7

6

'

STATE OF NEW JERSEY

DEPARTMENT OF INSTITUTIONS

& AGENCIES EXEMPTED

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 24, 1986 20891

43

7.56 AC.

43.01

15.00 AC.

296.74'

974.03'

1138.20'

1025.83'

692.47'

1

6

5

.

0

0

'

782.10'

506.22'

1515.87'

7

4

.1

7

'

5

3

.

8

6

'

39.21

20.13

JOHN J. HANLON, P.L.S.MARCH 2005 37589

W.L.A.

SIGHT EASEMENT

2

7

1

.

5

4

'

2

2

8

.

7

3

'

2

9

9

.

8

1

'

2

0

0

.

1

2

'

3

7

8

.

8

4

'

1

9

3

.

7

2

'

3

9

.

0

4

'

2

3

0

.

0

0

'

1

4

5

.

9

1

'

24.04

1.81 AC.

8

0

.2

5

'

1

2

9

.

5

5

'

5.07

5.06

5.08

5.09

5.10

5.11

5.12

5.16

5.17

5.18

5.19

5.20

5.13

5.15

5.14

1.504 AC.

1.556 AC.

1.597 AC.

1.573 AC.

3.025 AC.

2.205 AC.1.84 AC.

5.658 AC.

1.493 AC.

1.515 AC.

1.519 AC.

1.541 AC.

3.746 AC.

70.34'

1

0

4

.

8

0

'

2

1

1

.

8

1

'

3

3

6

.

8

0

'

3

2

3

.

8

5

'

2

9

1

.

3

1

'

4

5

.1

9

'

1

6

9

.

8

5

'

3

2

5

.

0

6

'

482.89'

3

2

7

.

4

6

'

5

7

9

.

2

1

'

7

3

2

.1

3

'

3

3

6

.

9

9

'

1

8

0

.5

1

'

1

8

9

.5

1

'

4

5

4

.

5

3

'

2

8

8

.6

8

'

3

2

2

.2

4

'

3

3

5

.

5

1

'

3

4

5

.

1

9

'

3

2

8

.7

2

'

296.4

3'

1.590 AC.

1

7

9

.

0

1

'

1

8

8

.

4

9

'

1

4

2

9

.

8

1

'

1

8

7

.

1

7

'

1

8

7

.

4

3

'

2

5

2

.

8

5

'

4

3

4

.

8

6

'

1

3

5

.

2

9

'

3

4

0

.

1

8

'

2

0

4

.

8

9

'

3

4

7

.

4

2

'

85.25'

251.52'

8.337 AC.

191.04'

679.50'

887.8

5'

468.96'

406.2

4'

1

1

4

.

8

8

'

284.5

9'

207.00'

3

0

2

.

3

1

'

2

1

5

.

6

1

'

1

2

5

.

1

1

'

L

I

S

A

C

O

U

R

T

58.20'

80.35'

3

2

8

.8

4

'

3

1

.7

1

'

1

6

8

.2

1

'

1

8

6

.

8

0

'

W.L.A.

W.L.A.

52.30'

1

8

8

.8

7

'

1

9

3

.

7

8

'

1

8

9

.

6

6

'

1

7

.

0

8

'

5

0

.

0

0

'

2

1

3

.2

5

'

2

1

3

.

3

6

'

2

1

2

.

8

3

'

45.63'

144.68'

29.80'

282.10'

1

2

2

.

8

8

'

734.46'

20' WIDE

DRAINAGE

EASEMENT

36.14'

72.1

0'

35.64'

15'

CONSERVATION

EASEMENT

C

O

N

S

E

R

V

A

T

I

O

N

E

A

S

E

M

E

N

T

2

0

'

20'

CONSERVATION

EASEMENT

50'

CONSERVATION

EASEMENT

DETENTION

BASIN

EASEMENT

20' WIDE

DRAINAGE

EASEMENT

WILLIAM G. BERGH, P.L.S.MARCH 2007 23946

TRANSITION

AREA

EASEMENT

TRANSITION AREA

EASEMENT

TRANSITION

AREA

EASEMENT

SEE INSET A

WILLIAM G. BERGH, P.L.S.DECEMBER 2012 GS23946

4

3

7

'(

S

)

1.00 ACRE

NON-SEVERABLE

EXCEPTION

1

1

2

3

.

4

4

'

6

0

'

9

6

'

4

9

.

7

4

'

6

2

8

.

9

5

'

4

7

0

.

7

2

'

6

3

4

.

7

9

'

8

6

3

.

9

4

'

16.27'

53.12'

FARMLAND

PRESERVATION

EASEMENT

WILLIAM G. BERGH, P.L.S.DECEMBER 2014 GS23946

38

3.98 AC.

3

7

9

.

4

3

'

4

5

6

.

0

6

'

3

7

1

.

7

9

'

4

6

7

'(

S

)

FARMLAND

PRESERVATION

EASEMENT

WILLIAM G. BERGH, P.L.S.NOVEMBER 2017 GS23946

SEE INSET A

SIGHT

TRIANGLE

EASEMENT

DRAINAGE

EASEMENT

5.16

5.13

5.12

5.16

5.13

5.12

INSET A

1"=200'

AutoCAD SHX Text
N
Page 5: WILLIAM G. BERGH

3

3

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66'

2

7

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8

6

1

7

8

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2

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3

8

5

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728.4

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40

53.15 Ac.

4

6

0

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)

39

6.85 Ac.(S)

3

8

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1

1

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6

A

c

.

38

2.3

4 A

c.

37.02

2.26 A

c.

37.0

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37

2.6

5 A

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37.04

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37.0

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38.02

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.

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8

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7

1

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1

.

2

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42

5.81 Ac.

43

5.26 Ac.

41

39.21 Ac.

7

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. (D

)

5

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A

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)

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)

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52

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)

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6

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2

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2

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c.

59

20.53 Ac.

58

21.69 Ac.

58.03

21.65 Ac.

58.02

4.30 Ac. (S

)

58.01

10.00 Ac.

57

2.00 Ac.

56

5

1

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)

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206.22 Ac.

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)

60

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1

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7

9

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7

7

4

8

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5

5

1

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38.43 Ac. (S)

92

14.41 Ac.

92.01

1

2

3

4

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0

2

6

3

.

6

3

259.94

1.4

1

55

Ac.

1

1

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0

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S

)

150.11

224.8

0

3

3

0

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1

2

0

7

.

6

2

2

0

0

(

S

)

227(S

)

262.3

2

3

3

0

(S

)

1

9

0

(S

)

1

3

4

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0

(D

)

2

5

4

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1

2

4

4

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4

418.5

0

302.5

7

1.04 Ac.

61

62

2.00 Ac.

64

840(S

)

420(S

)

550(S

)

17'(S

)

2

4

0

(S

)

200(S

)

1

3

0

(S

)

1

2

0

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(

S

)

2.3

8 A

c.

65

1.1

8 A

c.

67

4

6

0

(

S

)

4

2

0

(

S

)

1

3

3

0

(

S

)

8

9

1

1

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4

A

c

.(

D

)

1

3

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5

A

c

.(

D

)

1

0

6

0

(

S

)

3

4

0

(S

)

4

1

0

(

S

)

2

7

0

(S

)

8

8

2

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6

A

c.(S

)

9

5

0

(

S

)

9

0

0

(S

)1

3

2

3

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1

5

2

0

(S

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9

0

1

3

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0

A

c

(

S

)

1

2

7

0

(

S

)

2

8

0

(S

)

2

0

0

(

S

)

87

7.20 Ac.

8

0

0

(S

)

3

7

0

(

S

)

8

6

2

.8

0

A

c.

1

0

5

0

(

S

)

7

0

0

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8

5

0

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)

9

5

1

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8

9

6

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1

1

8

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4

A

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5

0

0

(

S

)

8

8

0

(

S

)

1

0

2

0

(

S

)

8

5

0

(

S

)

8

5

0

(

S

)

2

1

0

(S

)

6

7

0

(

S

)

4

5

0

(

S

)

8

8

4

.

4

1

7

3

0

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S

)

1

1

8

0

(

S

)

9

5

1

2

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7

A

c

.

6

4

0

(

S

)

1

5

4

0

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S

)

9

1

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A

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D

)

1

9

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2

A

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.(

S

)

5

2

0

(

S

)

83.01

10 Ac.

1

0

1

6

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4

7

0

(

S

)

7

6

0

(

S

)

8

5

7

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0

A

c.

9

0

0

(

S

)

9

8

0

(S

)

1

1

1

8

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3

84

11.36 Ac.(S)

820(S

)

9

6

1

8

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4

A

c.

1

0

2

9

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8

4

8

.

1

8

4

8

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1

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D

)

8

3

0

(

S

)

5

6

5

(

S

)

4

7

0

(

S

)

6

2

3

.7

(

D

)

94

11.03 Ac.

6

4

0

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(

D

)

9

6

3

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0

8

3

8

.

2

(

D

)

8

4

8

.

9

3

78

18.06 Ac.

6

6

0

.0

0

8

5

0

(

S

)

382.3

3

625.3

1

DEED

OVERLAP

0.94 A

c.

3

7

9

.

5

0

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6

0

2

'(

S

)

3

0

3

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4

68

37.92 Ac.

1

7

4

.

5

1

82

16.3

5 A

c.

7

5

1

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9

73

35.92 Ac.

1

6

9

8

.

1

8

7

0

6

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4

7

0

4

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4

5.0

2

38.0

8 A

c.

NJ NATURAL LANDS

TRUST-EXEMPTED

4

5

3

.

4

0

5

2

4

.

0

4

7

6

5

.

6

0

4

5

0

(

S

)

83

10.43 Ac.

79

11.50 Ac.

77

7.41 Ac.

870

4.5

3 A

c.

63

689'

2

2

0

'

(

S

)

33

1

5

1

'(S

)

1

5

6

'(S

)

155.5

7

2.29

68.03

Ac.

6.17 Ac.

68.02

8.02 Ac.

68.01

7

5

5

.

9

0

18.94 Ac.

69

10.00 Ac. (G)

72

9.82 Ac. (N)

10.80 Ac.

71

3

7

5

.

1

3

1

0

5

.

5

0

6

2

9

.

0

9

'

3.04 Ac.

70

5

0

1

.

9

5

278.82'

8

9

9

.

8

0

'

4

9

5

(

S

)

1

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0

(

S

)

5

5

4

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S

)

8

5

8

.

0

0

3

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8

.

5

5

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6

4

0

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)

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5

0

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(

S

)

7

4

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1

0

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3

A

c

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S

)

2

5

0

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(

S

)

2

5

0

'(

S

)

7

0

'

(

S

)

1

0

5

0

'

(

S

)

37.36 Ac.

74

7

8

0

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8

1

6

5

.

0

0

6

0

9

.

9

7

820'

4

5

0

(

S

)

4

0

0

(

S

)

3

2

0

(

S

)

8

0

'

(

S

)

282'

1

0

6

.

8

3

2

7

0

.8

6

7

0

(

S

)

2.00 Ac.

75

76

2

2

5

232

2

2

0

(

S

)

1

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1

0

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5

A

c

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0

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5

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A

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1

4

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2

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1

5

4

2

3

6

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1

4

5

0

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3

3

1

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9

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0

6

1

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6

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2

5

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7

1

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.

3

7

5

3

7

5

3

9

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2

7

1

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3

9

.

2

7

2

2

3

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2

2

1

4

2

3

0

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2

4.03

38.58 Ac.

4

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2

4

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8

A

c

.

5

1

1

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3

5

0

5

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4

6

3

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3

4

9

0

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2

5

0

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0

3

5

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0

4

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.

4

5

3

5

0

.

0

2

5

0

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5

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1

2

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0

A

c

.

S H E E T 6

SEE SHEET 4.01

S

O

U

T

H

B

R

I

D

G

E

V

I

L

L

E

R

O

A

D

4

4

.

5

'

1

6

0

0

.

'

(

S

)

S

E

C

O

N

D

A

R

Y

R

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T

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5

1

9

8

1

1

3

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2

A

c

.

4

3

2

0

(

S

)

S H E E T 6

1

6

0

(

S

)

2

6

4

.

0

0

2

7

1

.

7

7

1

1

9

.

9

6

8

9

.

7

6

2

2

9

.

6

8

BUCKHORN

C

R

E

E

K

6

3

0

(

S

)

2

5

1

0

(

S

)

7

1

3

2

.9

6

A

c

.

1

0

6

0

(

S

)

6

8

0

(

S

)

S

C

O

T

T

'

S

M

O

U

N

T

A

I

N

5

4

4

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9

5

4

4

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9

1

9

8

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8

1

9

0

'

1

5

0

'

1

6

0

'

2

2

5

'

457.17'

2

0

7

.

2

4

1

0

0

9

0

1

5

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B

U

C

K

H

O

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N

5

3

1

.

5

3

A

c

.

1

3

0

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(

S

)

1

2

1

0

(

S

)

1

0

2

4

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5

0

18

3

8

7

.

4

0

1

2

9

0

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S

H

E

E

T

5

V

A

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S

P

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IL

L

IP

S

B

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- B

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R

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A

D

3

3

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6

6

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1

5

1

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PO

N

D

A

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S

&

S

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A

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5

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2

S

H

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E

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3

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0

.

5

0

A

c

.

LEASE

AR

EA

6

3

8

.

4

7

1

5

0

'

1

5

0

'

148

155'

171.09

160'

150'

316.90

3

1

6

.

7

6

(

D

)

2

6

5

(

S

)

1

6

1

.

6

6

2

5

5

'

2

0

8

.

9

1

1

5

8

.

7

6

1

5

0

'

1

5

0

.

6

4

160.88

150'

1

5

0

'

1

5

8

'

2

7

3

'

62.12

9

2

.6

4

S

H

E

E

T

1

20

19

0.84 Ac.

102.3

4 (

D)

4

6

3

.

9

4

4

7

3

.

4

4

3

3

'

4

9

0

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0

514.97

0

.

6

3

A

c

.

F

O

U

L

R

IF

T

R

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A

D

6

6

'

1

5

0

.

0

0

(

S

)

1

8

0

'(

S

)

1

6

.

2

0

S H E E T 1

B

U

C

K

H

O

R

N

54.07

0.85 Ac.

2

9

4

.

0

2

1

0

1

2

.

6

6

66'

5

2

8

'

160'

76.4

7'

150.00(S)

DR

IV

E

4

0

.5

4

2

3

.8

3

S

H

E

E

T

2

L

O

M

M

A

S

O

NG

L

E

N

L

O

M

M

A

S

O

N

G

L

E

N

R

O

A

D

3

5

(S

)

72.01

8

0

(

S

)

3

3

'

1.09 Ac. (S)

B

U

C

K

H

O

R

N

D

R

I

V

E

SU

M

M

ER

FIE

LD

R

O

A

D

3

3

'

SUMMERFIELD

S

E

C

O

N

D

A

R

Y

R

O

U

T

E

5

1

9

1

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A

S

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O

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P

L

A

C

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3

3

'

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

4

4

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A

DIGITIZED COPY OF THE TAX MAP

ORIGINALLY PREPARED BY ROBERT

MC ELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND

REVISED THROUGH NOVEMBER

2002. THE ORIGINAL TRACINGS ARE

FILED IN THE TAX ASSESSOR'S

OFFICE.

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 24, 1986 20891

6

0

2

.

0

0

3

3

7

.

8

4

4

7

9

.

7

1

1

8

0

.

0

0

3

7

6

.

9

6

2

7

6

.

1

9

30' DRIVEWAY

EASEMENT

118.7

2'

5

2

9

.

3

6

4

9

0

.

5

6

8

2

7

.

0

9

1

7

3

.

8

0

1.33

68.04

Ac.

3

5

0

.

7

6

1

9

4

.

4

6

1

5

6

.

3

0

5

7

'(

S

)

1.33

68.05

Ac.

1

3

4

6

.

6

9

'

2

4

7

.

5

0

'

6

3

8

.

8

8

'

2

5

7

.

1

1

84.5

0'

2

5

0

.5

6

'

2

7

5

.

4

8

'

1

3

6

.

5

4

'

1

5

6

.4

2

85.49'

JOHN J. HANLON, P.L.S.MARCH 2005 37589

30' DRIVEWAY

EASEMENT

3

5

6

.

5

3

2

0

.

4

0

'

7

5

'(

S

)

159'(S

)

13.19'

68.84'

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010 GS23946

6.16 ACRE

SEVERABLE

EXCEPTION

DEVELOPMENT

EASEMENT

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

S

T

A

T

E

O

F

N

E

W

J

E

R

S

E

Y

D

E

P

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.

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F

E

N

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IR

O

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N

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STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW

JERSEY DEPT. OF

ENVIRONMENTAL

PROTECTION

EXEMPTED

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION - EXEMPTED

STATE OF NEW

JERSEY DEPT. OF

ENVIRONMENTAL

PROTECTION

EXEMPTED

STATE OF NEW

JERSEY DEPT. OF

ENVIRONMENTAL

PROTECTION

EXEMPTED

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION - EXEMPTED

STATE OF NEW

JERSEY DEPT. OF

ENVIRONMENTAL

PROTECTION

EXEMPTED

4

7

6

.

0

0

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1

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6

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1

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5

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4

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7

.

0

0

'

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7

.

6

4

DEVELOPMENT

EASEMENT

DEVELOPMENT

EASEMENT

DEVELOPMENT

EASEMENT

DEVELOPMENT

EASEMENT

DEVELOPMENT

EASEMENT

WILLIAM G. BERGH, P.L.S.NOVEMBER 2017 GS23946

1

AutoCAD SHX Text
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Page 6: WILLIAM G. BERGH

SH

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22

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SH

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SHEET 4

SHEET 4

4.01

4.01

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Route 173 - Clinton, New Jersey

PREPARED BY

H. CLAY MC ELDOWNEY, P.E., L.S. 20891

SCALE 1"=50' DECEMBER 1997

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A SCANNED

COPY OF THE MAP PREPARED BY

H. CLAY MC ELDOWNEY, P.E., L.S.,

DATED DECEMBER 1997 AND

REVISED THROUGH NOVEMBER 2002.

THE ORIGINAL TRACINGS ARE FILED IN

THE TAX ASSESSOR'S OFFICE.

16

"A" TYPE UNIT

9.00'

14.67'

6.00'

10.67'

20.00'

4.00'

6.67'

21.33'

0.33'

20.33'

20.33'

23.33'

19.33'

8.33'

2.67'

7.67'

10.33'

14.67'

2.00'

10.67'

26.00'

2.67'

20.33'

24.50'

10.33'

8.50'

"B" TYPE UNIT

6.39

B

39

6

.

4

0

A

4

0

6

.

3

8

B

3

8

6

.

3

7

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6.36

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6

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6.26

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1

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6

.

2

5

B

2

5

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6

.

2

4

B

2

4

6.23

A

2

3

6.22

A

22

6

.

2

1

B

2

1

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6.41

A

41

6

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4

2

B

4

2

6

.

4

3

B

4

3

6.44

A

44

6

.

4

6

B

4

6

6.45

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6

.

4

7

B

4

7

6.48

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6

.

5

0

B

5

0

6.49

A

49

6

.

5

1

B

5

1

6.52

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15

6

.

2

0

B

2

0

6

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4

B

5

4

6

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5

3

A

5

3

6

.

5

5

B

5

5

6

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5

6

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5

6

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2

B

2

6

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0

1

A

1

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A

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6.18

A

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6

B

1

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6

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5

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1

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6

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4

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6

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1

3

B

1

3

1

4

6

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2

B

1

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6.11

B

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6

.

1

0

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0

6

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9

A

9

1

5

6

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0

7

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7

6

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8

A

8

1

5

1

6

1

5

6

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0

3

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0

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6

B

6

6

.

0

5

A

5

S

IG

H

T

E

A

S

E

M

E

N

T

14.78 AC. (S)

6

779.28'

1081.24'

6

8

5

.

6

7

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18

P

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B

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B

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1

3

3

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AutoCAD SHX Text
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Page 7: WILLIAM G. BERGH

5

5

FO

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3

3

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'

S

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1

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6

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6

6

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2

5

0

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250'

15

1210(S

)

45.50 A

C

.

1430'

14

20 A

C

. (D

)

13

1.1

2 A

C.

700(S

)

400(S

)

125'

1277'

250.00

11.02

2.53 AC.

7.04

12.4

3 A

C.

WATER

SERVICE

EASEMENT

7

4

7

.1

4

7.03

10.29 A

C

.

7

6

0

.0

7

347.59

12

84.57 A

C

.

729.7

0

654.6

9

80

100'

75

600.78

625.64

25'

7.01

64.8

5 A

C.

655.47

1398.47

4650(S

)

1145(S

)

1049.2

4

887.89

3750(S

)

1135.00

261.28

2

3

7

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5

15.0

0

1635

260(S

)

410(S

)

11.03

55.89 A

C

.

11.0

1

1.07 A

C

.

1

0

6

0

(S

)

1

8

0

'(

S

)

2

5

' 208'

7

86.19 A

C

.

2

5

0

.0

0

1251.44

1251.44

7.02

6.3

5 A

C

.(S

)

6

122.57 A

C

.(S

)

9

45.47 A

C

.(S

)

10

9.2

9 A

C

.(S

)

4

96.67 A

C

.(S

)

3

29.46 A

C

.(G

R

O

SS

)

29.16 A

C

.(S

)

2464.96(S

)

2481.46

C

L

1

3

6

5

.

1

2

3340(S

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3540(S

)

S H

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T

4

S

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6

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A

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25'

1

5

4

0

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(

S

)

2

1

5

0

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0

0

5

0

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1

0

0

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1

0

4

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3

8

5

6

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5

0

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6

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5

0

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5

0

1

5

0

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1

5

1

.

3

5

(

D

)

0.3

9 A

C.

0.1

8 A

C.

15' S

TO

R

M

S

E

W

E

R

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A

S

E

M

E

N

T

1

5

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1

0

7

0

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(

S

)

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3

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0

(S

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P

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S

B

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66'

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BE

TH

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PENNSYLVANIA

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UN

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1050(S

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390(S

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320(S

)

100'D

100'D

8

0.23 A

C

.

(S

)

6

0

1

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1

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8

1

0

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7

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.(S

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2

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12

1.0

0

AC

.

(S

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11

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540(S

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0.60 A

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38 50

4

9

6

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8

100

(S)

50

10

2.1

2

AC

.(S

)

3

3

1

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4

5

0

(

S

)

4

2

3

.

2

2

(

D

)

200(S)

9

3.76 A

C

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522.44

4

6

5

(

S

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8

0

(

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)

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3

8

.

5

5

(

D

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169.2

2

(S

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9.03

1.09 A

C

.

90.00

3

5

0

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5

2

3

7

0

(S

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1

9

3

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6

205.20

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374'

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5

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830(S)

1400'(S

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8

0.75 AC

.(S)

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5

0.83 A

C

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(S

)

180'

180'

200'

200'

33'

50'(S) 70

(S

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1083'(S

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1200'(S)

7.0

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A

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150(S

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0.8

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C.

197.42

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A

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200(S

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6

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21

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.(S)

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(

S

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1

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(

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90'(S)

1

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8

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C.

100

(S)

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203(S

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148.7(D

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471.02(S

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C

(S

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1350(S

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EXEMPTED

STATE OF NEW JERSEY

D.E.P.

F

O

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N

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W

J E

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1

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.(S)

379.81

331.33

1

3

0

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7

6

235.72

1

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A

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120(S

)

(

S

)

1

2

0

3

0.74 AC.(S)

2

1

2

'

(

S

)

228'(S)

8

0

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5

(

S

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2

0.26 AC.(N)

77.13(S)

7

2

.

4

6

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300

1

0

1

1

+

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1

6

8

0

'

(

S

)

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A SCANNED

COPY OF THE MAP PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND

REVISED THROUGH NOVEMBER 2002.

THE ORIGINAL TRACINGS ARE FILED IN

THE TAX ASSESSOR'S OFFICE.

WARREN COUNTY MUNICIPAL UTILITIES -

EXEMPTED

W

AR

R

EN

C

O

U

N

TY

A

D

M

IN

IS

TR

AT

IO

N

BU

ILD

IN

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(C

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N

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G

AR

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EX

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W

AR

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C

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BO

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D

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N

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S

E

X

E

M

P

TE

D

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010 GS23946

260'(S

)

WILLIAM G. BERGH, P.L.S.DECEMBER 2011 GS23946

1

WILLIAM G. BERGH, P.L.S.DECEMBER 2013 GS23946

ACCESS & UTILITY

EASEMENT

7.05

2.05 A

C

.

3

3

8

.8

1

'

7

0

0

.0

0

'

1

7

8

.3

7

'

223.00'

19.30'

156.08'

230.31'

2

1

3

.4

0

'

1

3

6

.6

3

'

SIGHT

EASEMENTS

SIGHT

EASEMENTS

SIGHT

EASEMENTS

1

5

3

.2

3

'

52.56'

SIGHT

EASEMENT

308.90'

39.27'

2

1

4

.9

8

'

291.25'

809.10'

1

2

9

.9

0

'

1094.06'

4

4

3

.1

1

' 100.00'

100.0

0'

194.72'

408.5

4'

967.63'

143.5

8'

804.49'

5

8

4

.

7

6

'

1

3

3

.

3

2

'

9

3

7

.

5

4

'

208.00'

563.49'

1445.61'

2

9

5

.

2

6

'

6

7

3

.

8

6

'

109.36'

266.6

9'

314.4

0'

1

2

9

.7

8

'

366.4

9'

295.20'

410.55'

3

1

0

.8

4

'

382.40'

1380.71'

196.81'

1

2

3

2

.

8

0

'

50' W

ID

E

A

C

C

E

S

S

E

A

S

E

M

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11

35.86 A

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.

415.78' ℄

444.89 ℄

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TY

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W

AR

R

EN

EX

EM

PT

ED

TO SHOW CONDITIONS AS OF DECEMBER 2013

WILLIAM G. BERGH, P.L.S.DECEMBER 2015 GS23946

AutoCAD SHX Text
N
Page 8: WILLIAM G. BERGH

6

6

'

25'

41.5

33

1

.0

0

A

C

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2

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1

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9

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7

1.04

A

C

.

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A

C

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A

C

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S

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A

C

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'

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C

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A

C

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2

9

1

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6

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1

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8

5

5

8

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3

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3

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5

8

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4

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3

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'

4

.

0

1

1

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0

6

A

C

.

1

1

8

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6

4

1

6

2

'

(

S

)6

6

'

4

9.21 AC.

4

6

0

'

(

S

)

22

1.8

3 A

C.

150(S

)

1

3

0

(

S

)

20

1

.9

1

A

C

.

2

0

9

'

(

S

)

200

5

9

.

4

0

133.32

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1

.

7

0

2

1

0

.

1

1

9

9

.

2

3

3

1

6

0

.

2

0

1

5

6

'

(

S

)

68.34

2

4

6

.4

6

1

3

7

.

2

8

66.00

1

9

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1

3

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7

A

C

.

6

0

9

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1

2

3

1

.

0

0

1

7

9

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2

7

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6

1

3

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0

180(S

)

9

7

.

4

2

3

0

0

(

S

)

2

3

1

.0

4

A

C

.

5

0

(S

)

6

4

0

'

(

S

)

8

2

.

9

0

1

4

4

0

.

3

7

2

2

.

0

3

A

C

.

3

2

5

7

1

.

3

4

'

490.07'

489.87

5

2

7

.

2

3

5

13.80 AC.

3

2

4

.

8

3

2

5

0

'

2

5

0

'

1

0

0

'

1

0

0

'

1

0

0

'

S H E E T 10

S

H

E

E

T

7

S H E E T 4

S

H

E

E

T

5

S H

E

E

T

3

S H

E

E

T

7

2

0

0

(

S

)

6

6

'

7

6

0

(

s

)

2

0

0

(

S

)

4

2

.

0

1

5

0

.

0

0

64.1

8

5

7

.

0

1

250'(S

)

B

4

15.3

1

4

2

.4

5

0

(S

)

1

1

3

.5

7

2

1

1

.2

0

2

0

1

.0

1

63.2

11

9

1

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8

A

C

. (

S

)

174.9

1

137.0

5

2

3

4

.

9

8

5

9

3

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7

0

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4

A

C

.

(

S

)

2

3

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0

1

2

5

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0

8

5

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2

4

9

.

9

6

2.46

125

8

8

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5

7

9

5

.

(

S

)

2

3

1

'

1

1

7

.

6

0

1

6

1

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1

2

0

.

6

5

4

9

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2

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5

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.

3

2

1

2

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6

0

7

6

4

.

3

4

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0

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9

3

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1

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8

5

5

6

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8

1

1

0

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8

.

7

9

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3

5

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S

)

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6

0

(

S

)

2

8

1

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8

1

4

0

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7

0

(S

)

7

0

5

(S

)

4

1

5

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S

)

6

6

7

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0

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)

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)

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0

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)

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9

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5

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5

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0

7

.

6

3

(

D

)

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7

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.

2

7

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1

3

9

4

.

7

4

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21

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0

6

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5

A

C

. (S

)

6

8

0

(

S

)

4

9

2

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S

)

2

6

7

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S

)

2

6

1

.

2

1

2

9

3

.

3

4

2

9

5

(

S

)

1

9

1

.

4

2

3

3

.

7

5

1

7

3

.

8

5

1

8

0

(

S

)

3

3

'

2

0

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1

3

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6

A

C

. (S

)

21

0.27 A

C

(S)

2

5

1

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6

A

C

.

(

S

)

2

6

1

3

5

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S

)

1

0

0

(

S

)

1

2

1

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8

0

.

5

2

A

C

.

0

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7

A

C

.

3

2

3

.

4

0

1

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.

2

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1

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2

1

1

9

6

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0

2

9

2

.

1

6

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C

.

6

3

.

5

6

5

0

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S

)

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9

.

6

0

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C.

(S)

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0

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7

A

C

.

(S)

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1

1.32

AC.

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(S)

20.02

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1

A

C

. 2

5

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1

.

5

2

A

C

.

(

S

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.

2

7

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D

)

1

6

0

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1

2

6

'

3

7

6

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0

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1

5

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)

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7

0

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.

7

5

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.

8

1

.

2

1

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C

.

6

6

'

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C. (S

)

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6

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3

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.

2

7

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.

1

3

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S

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(

D

)

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2

.

8

9

2

1

0

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S

)

6

6

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33'

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75(S

)

84'

92'

6

14.20 AC. (S)

5

1.00 A

C(S

)

5

1

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8

27

28

130'

9

6

'

157'

26

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A

C

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)

2

3

5

(S

)

(S

)

9

5

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)

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2

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1

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.

0.3

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C.

7

0

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)

6

5

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3

5

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)

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2

9

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3

.

3

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5

0

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6

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)

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1

3

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D

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3

0

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S

)

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)

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A

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6

.

0

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3

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3

0

2

0

7

.

2

4

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5

3

.

7

8

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1

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9

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.

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5

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3

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S

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S

)

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7

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)

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(

S

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)

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)

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S

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)

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)

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2

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5

6

4

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S

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0

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S

)

2

6

8

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)

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3

5

9

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2

1

5

6

5

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)

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3

6

.

5

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)

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S

)

8

9

6

.

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)

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)

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D

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7

5

(

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)

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5

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S

H

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1

2

5

0

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(

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30'

ACCESS

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(

C

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2

3

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(S

)

76.6(S

)

W

AR

RE

N C

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Y B

OA

RD

OF

CH

OS

EN

FR

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TOWN OF BELVIDERE

WARREN COUNTY

D

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1

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SHEET 6.02

SHEET 6.01

C

I

R

C

L

E

37

B

U

C

K

H

O

R

N C

R

E

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K

2

0

0

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(

S

)

6

6

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A DIGITIZED

COPY OF THE MAP PREPARED BY

ROBERT MCELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND REVISED

THROUGH NOVEMBER 2002. THE

ORIGINAL APPROVED MAP IS ON FILE IN

THE ENGINEER'S OFFICE.

OXFORD FIRST

PRESBYTERIAN CHURCH

EXEMPTED

0

.

3

4

A

C

.

(

S

)

O

X

F

O

R

D

F

I

R

S

T

P

R

E

S

B

Y

T

E

R

I

A

N

C

H

U

R

C

H

E

X

E

M

P

T

E

D

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

2

9

2

.

0

0

'

3

0

' A

C

C

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S

S

E

A

S

E

M

E

N

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3

0

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A

S

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0

'

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C

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S

S

E

A

S

E

M

E

N

T

5

1

.

4

4

FARMLAND

PRESERVATION

EASEMENT

43.44 AC.

EXCEPTION TO

FARMLAND

PRESERVATION

EASEMENT

1.00 AC.

0

.

4

9

'

2

0

.

0

0

1

6

.

4

9

2

0

6

.

4

7

3

0

'

U

T

I

L

I

T

Y

E

A

S

E

M

E

N

T

7

2

.

7

1

'

WILLIAM G. BERGH, P.L.S.DECEMBER 2008 GS23946

WILLIAM G. BERGH, P.L.S.JANUARY 2010 GS23946

1.00 AC. EXCEPTION TO

FARMLAND PRESERVATION

EASEMENT

7

8

.8

7

'

7

8

.

0

3

'

7

0

.

0

9

'

7

8

.0

8

'

5

0

'

7

3

.

7

9

'

FARMLAND

PRESERVATION

EASEMENT

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010 GS23946

S

T

A

T

E

O

F

N

E

W

J

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S

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D

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D

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

1

7

1

0

2

.

9

6

'

1

7

0

.

5

8

'

1

5

8

.

1

0

'

148.50'

0

.4

5

A

C

.(N

E

T

)

0

.5

2

A

C

.(G

R

O

S

S

)

46.01'

WILLIAM G. BERGH, P.L.S.DECEMBER 2014 GS23946

FARMLAND

PRESERVATION

EASEMENT

1

5

1

.

3

8

'

2

4

5

.

0

0

'

6

9

0

.7

8

'

9

4

8

.

8

4

'

1

1

8

.

8

3

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2

3

2

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5

1

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0

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.

3

4

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1

3

5

.

6

3

'

1

5

0

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4

8

0

.

1

6

'

1

2

0

.

2

2

'

1

.

0

7

A

C

.

FARMLAND

PRESERVATION

EASEMENT

3.00 ACRE

NON-SEVERABLE

EXCEPTION AREA

4

4

2

.

7

2

'

2

1

1

.

9

7

'

5

7

.

9

5

'

4

0

5

.

4

9

'

1

1

6

9

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0

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5

2

7

.

3

5

'

9

4

8

.

8

4

'

2

0

4

2

.

7

0

'

96.01 AC. (GROSS)

95.95 AC. (NET)

1

5

4

.

3

9

'

1

5

8

.

8

3

'

1

3

7

.

8

0

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1

9

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.

3

0

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1

6

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1

8

.

3

0

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2

4

9

.9

7

'

1

3

9

.

8

2

'

4.02

3.16 AC.

9

6

'

(

S

)

38'(S

)

84'(S

)

3

7

'

(

S

)

WILLIAM G. BERGH, P.L.S.DECEMBER 2015 GS23946

AutoCAD SHX Text
N
Page 9: WILLIAM G. BERGH

5

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8

5

13

13

13

60

21

4

12

2

2

17

27

34

56

28

54

2

2

2

10

2

20

20

60

37

3

5

5

40

10

22

7

21

50

36

4

20

20

66

6

10

19

7

21

40

53

60

"A" TYPE UNIT

"B" TYPE UNIT

"C" TYPE UNIT

"F" TYPE UNIT

"E" TYPE UNIT

"D" TYPE UNIT

2356.88' (T

O

TA

L)

30

20' WIDE

SANITARY SEWER

EASEMENT

25' WIDE

STORM SEWER

EASEMENT

270.24'

165.00'

240.00'

75.00'

262.71'

29.32'

167.29

245.54'

433.26

159.76'

137.37'

22.39

10.68

1

8

2

.

1

8

200.00'

2.22 Ac.

12.01

33.69 Ac.

12.03

(TOTAL)

3.38 Ac.

12.02

D

1

.

0

1

D

1

.

0

2

E

1

.

0

3

C

1

.

0

4

B

1

.

0

5

C

1

.

0

6

B

1

.

0

7

B

1

.

0

8

1

2

.

2

7

D

1

2

.

2

8B

1

2

.2

9

D

447.98 (T

OT

AL)

6

3

3

.6

2

(T

O

T

)

7.44 Ac.

12.04

(TOTAL)

1

6

3

.

1

0

3

1

8

.

9

1

4

0

0

.

6

4

25' WIDE

STORM SEWER

EASEMENT

250'

NE

W JE

RS

EY

P

OW

ER

&

LIG

HT

C

O.

GILB

ER

T-B

ELV

ID

ER

E-W

ES

T W

HA

RT

ON

TR

AN

SM

IS

SIO

N LIN

E

1451.10

(T

OT

AL)

WHITE TOWNSHIP

10.02

EXEMPTED

25.00 AC.

(TOTAL)

13.12 Ac.

10

(TOTAL)

412.68

1

1

7

.

1

6

2

3

6

.

1

2

'

6

8

.

0

1

'

2

5

'

2

5

'

9

9

.

2

7

9

9

.

2

7

2

5

'

2

5

'

7

5

.

0

0

2

6

9

.2

5

33.60 Ac.

12.03

(TOTAL)

4

7

7

.

9

0

2.08 Ac.

1

4

4

5

.

4

5

1.91 Ac.

1

6

8

6

.

4

1

6

6

6

.

8

8

MATCHLINE

SHEET 6.02

6

0

5

.

6

9

'

(

T

O

T

A

L

)

1

0

5

5

.1

3

8

1

1

.2

4

(TOTAL)

12.04

7.44 Ac.

25' WIDE

STORY SEWER

EASEMENT

20' WIDE

SANITARY SEWER

EASEMENT

24.62

7

0

.

3

8

WARREN COUNTY BRIDGE

NO. 23082-WARREN COUNTY

BOARD OF CHOSEN FREEHOLDERS

26.99

22.18'

46.97'

9

8

.0

'

1

2

3

.2

2

'

4

5

.1

2

'

1

8

9

.9

1

'

0

.1

7

A

c

.

9

2

0

0

.0

0

'

1

7

1

.1

2

'

3

0

0

.0

0

3

0

0

.0

0

2

0

0

.0

0

1

9

1

.

4

1

3.0

0

9.1

1

1.19 Ac.

10.03

2

6

6

.5

9

1.38 Ac.

10.01

2

0

0

.

0

0

2

2

2

.

0

5

2

2

2

.

0

5

3.00

3.73 Ac.

12.06

2

5

6

.2

2

'

4

9

1

.

1

7

2

7

8

.0

8

'

20' WIDE

WATERLINE

EASEMENT (NJAWC)

10' WIDE

ACCESS EASEMENT

(NJWAC/JCP&L)

15' WIDE

ACCESS & UTILITY

EASEMENT

(NJWAC/JCP&L)

25.10' WIDE

STORM SEWER

EASEMENT

SH

EE

T 6

S

O

U

T

H

B

R

ID

G

E

V

IL

L

E

R

O

A

D

C

O

U

N

T

Y

R

O

U

T

E

5

1

9

SHEET 6

3

2

.6

1

6

6

.0

9

6

0

4

9

.5

'

B

R

O

O

K

F

I

E

L

D

1

1

0

5

9

.

5

8

P

O

P

H

A

N

D

U

S

IN

G

5

0

4

9

.

8

0

B

1

.

0

1

6

0

.1

4

D

R

I

V

E

C

O

V

E

N

T

R

Y

C

IR

C

L

E

B

U

C

K

I

N

G

H

A

M

C

I

R

C

L

E

A

S

C

O

T

T

D

R

I

V

E

6

0

1.2

7 A

c.

1

5

0

D

E

R

B

Y

L

A

N

E

5

0

1

5

1

8

.

7

3

'

5

3

2

.

4

9

6

2

2

.

1

5

4

2

0

.

2

0

5

1

7

.

6

8

8

9

.

3

0

20' WIDE

SANITARY SEWER

EASEMENT

SH

EE

T 6

31

30.02

30.01

30.03

C

R

E

E

K

6.01

6.01

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 W. Main Street, Clinton, New Jersey

PREPARED BY

H. CLAY MC ELDOWNEY, P.E., L.S. 20891

SCALE 1"=100' DECEMBER 1999

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A SCANNED

COPY OF THE MAP PREPARED BY

H. CLAY MC ELDOWNEY, P.E., L.S.,

DATED DECEMBER 1999 AND

REVISED THROUGH NOVEMBER 2002.

THE ORIGINAL TRACINGS ARE FILED IN

THE TAX ASSESSOR'S OFFICE.

25' WIDE

STORM SEWER

EASEMENT

30' x 100'

SIGHT TRIANGLE

EASEMENT (TYP)

SIGHT

EASEMENT

AutoCAD SHX Text
N
Page 10: WILLIAM G. BERGH

13

60

21

4

12

2

2

17

27

56

28

54

2

2

2

10

2

20

20

60

37

3

5

5

40

10

22

7

21

50

36

4

20

20

66

6

10

19

7

21

40

53

60

"A" TYPE UNIT

"B" TYPE UNIT

"C" TYPE UNIT

"F" TYPE UNIT

"E" TYPE UNIT

"D" TYPE UNIT

C

1

2

.

5

5

B

1

.

0

9

2

1

7

.

3

0

D

1

.

1

0

C

1

.

1

1

D

1

.

1

2

D

1

.

1

3

D

1

.1

4

B

1

.0

1

C

1

.0

2

D

1

.

0

3

C

1

.

0

4

C

1

.

0

5

E

1

.

0

6

D

1

.

0

7

B

1

.

0

8

30.08

2.634 AC.

1

5

8

6

.

7

4

5

3

8

.

5

5

D

12.5

4

E

1

2

.5

3

D1

2

.

5

6

E

1

2

.

5

2

D

1

2

.

5

1

C

1

2

.

5

0

D

1

2

.

4

9

D

1

2

.

4

8

E

1

2

.

4

7

3

0

2

.

9

7

6

0

.

0

0

'

1

4

5

.

0

6

1

5

5

.

9

8

4

4

0

.

4

7

5

3

7

.

7

3

19.271 AC.

12.04

(TOTAL)

C

1

2

.

4

6

D

1

2

.

4

5

D

1

2

.

4

4

E

1

2

.

4

3

C

1

2

.

4

2

1

2

.4

1

D

A

12.40

A

12.39

A

1

2

.3

8

B

1

2

.3

7

7

8

9

.2

8

B

1

2

.

3

6

B

1

2

.

3

4

E

1

2

.

3

5

E

1

2

.

3

3

B

1

2

.3

2

B

12.31

B

12.30

6

3

3

.

6

2

T

O

T

.

M

AT

CH

LIN

E

D

12.14

B

12.15

A

12.17

D

12.16

C

1

2

.1

8

B

1

2

.1

9

D

1

2

.

2

0

C

1

2

.2

1

A

1

2

.2

2

424.11

C

1

2

.2

3

3

8

8

.3

5

B

1

2

.

2

4

F

1

2

.

2

5

D

1

2

.

2

7

E

1

2

.

2

6

D

1

2

.2

8

D

1

2

.2

9

C

1

2

.3

0

D

1

2

.3

1

C

1

2

.

3

2

F

1

2

.3

3

D

1

2

.3

4

B

12.35

A

1

.

2

5

D

1

.

2

6

E

1

.

2

7

C

1

.

2

8

D

1

.

2

9

D

1

.

3

0

E

1

.

3

1

C

1

.

3

2

D

1

.

3

3

E

1

.

3

4

D

1

.3

5

E

1.36

D

1

.3

7

C

1

.

3

8

D

1

.

3

9

A

1

.

4

0

B

1

.

4

1

C

1

.

4

2

B

1

.

4

3

A

1

.

4

4

D

1

.

4

5

A

1

.

4

6

C

1

.

4

7

D

1

.

4

8

E

1

.4

9

D

1

.5

0

D

1.51

B

1

.5

2

215.02

B

1.01

B

1

.0

2

D

1

.0

3

A

1

.

0

4

D

1

.

0

5

B

1

.

0

6

C

1

.

0

7

C

1

.

0

9

D

1

.

1

0

B

1

.

0

8

B

1

.

1

1

B

1

.1

4

D

1

.

1

2

D

1

.

1

3

D

1.15

C

1

.

1

6

C

1

.

2

3

D

1

.

1

7

A1

.

1

8

B

1

.

1

9

D

1

.

2

0

D

1

.

2

1

B

1

.

2

2

1

.

2

4

B

2

0

5

.

1

9

B

1

.

0

9

A

1

.

0

8

E

1

.

0

7

D

1

.

0

6

C

1

.

0

5

D

1

.

0

4

E

1

.

0

3

D

1

.

0

2

D

1

.

0

1

C

1

.1

8

D

1

.1

7

D

1

.

1

6

B

1

.

1

5

D

1

.

1

4

D

1

.

1

3

D

1

.

1

2

D

1

.

1

1

F

1

.

1

0

4

7

2

.

9

0

2

0

3

.

0

6

6

6

5

.

6

5

3.289 AC.

1

5

6

5

.

4

0

1

4

2

.5

6

7

8

2

.

7

0

1

5

2

4

.

1

7

3

1

4

.

9

9

7

5

9

.

4

3

6

2

6

.

0

0

8.104 AC.

1

5

0

'

5

0

'

6

0

'

C

I

R

C

L

E

K

E

N

S

I

N

G

T

O

N

K

E

N

S

I

N

G

T

O

N

C

I

R

C

L

E

6

6

'

5

0

3

.

3

6

B

R

A

S

S

C

A

S

T

L

E

R

O

A

D

C

I

R

C

L

E

DR

IVE

H

A

R

T

U

N

G

W

A

Y

2

9

1

.

9

4

W

E

Y

B

O

U

R

N

E

K

E

N

S

I

N

G

T

O

N

S

T

A

F

F

O

R

D

L

A

N

E

L

A

N

E

30.07

30.06

50'

D

1

.

0

2

B

1

.

0

1

F

1

.

0

4

F

1

.

0

3

F

1.0

5

B

1.06

B

1.07

1.306 AC.

1

378.4

7

5

0

'

30.05

KE

N

SIN

G

TO

N

B

R

O

O

K

F

I

E

L

D

DR

.

M

A

C

K

E

Y

D

R

I

V

E

5

0

'

4

2

9

.3

0

5

6

9

.5

8

(T

O

T

A

L

)

6

3

0

.8

1

(T

O

T

A

L

)

D

1

.1

1

D

1

.

1

2

E

1

.

1

3

3

4

4

.

8

4

D1

.

1

4

B

1

.

1

5

D

1.0

8

1

5

0

.

9

1

B

1

2

.

7

6

D

1

2

.

7

5

D1

2

.

7

4

B

1

2

.

7

3

D

1

2

.

7

2

B

1

2

.

7

1

D

1

2

.

7

0

1

2

.

6

9

1

2

.6

7

B

A

E

1

2

.

6

8

D

12.66

D

12.65

D

12.64

D

1

2

.6

3

D

1

2

.

6

2

D

1

2

.

6

1

B

1

2

.

6

0

D

1

2

.5

9

D

12.58

33.694 AC.

12.03

(TOTAL)

2

7

8

.

2

0

D

12.57

E

12.56

D

12.55

B

12.54

D

12.53

C

12.52

D

1

2

.

4

9

12.51

BB

12.50

C

1

2

.

4

8

E

1

2

.4

7

F

12.46

1

2

.4

5

F

B

1

2

.4

4

1

2

.

4

3

D

D

1

2

.

4

2

D1

2

.

4

1

E

1

2

.

4

0

TO

W

N O

F B

ELV

IDE

RE

2250.10

4

9

0

.

4

6

D

1

2

.3

7

B

1

2

.3

8

D

1

2

.

3

9

1

2

.3

6

F

3

9

5

.

1

2

50'

H

O

M

E

S

T

E

A

D

C

O

U

R

T

B

1

.1

0

F

1

.

0

9

D

1

.

0

7

C

1

.

0

6

D

1

.

0

5

D

1.04

B1

.

0

1

D

1.16

D

1

.1

7

B

1

.2

0

A

1

.1

8

A

1

.1

9

B

1

.0

2

1.0

3

D

30.04

3.934 AC.

1

1

0

2

5

.

9

1

V

I

C

T

O

R

I

A

4

2

6

.1

9

5

0

'

DETENTION BASIN EASEMENT

30

31

305.98

1

4

9

.

4

8

1

6

8

.

9

1

306.47

1

0

6

.

9

1

25.0

00 A

C.

10.0

2

(TO

TA

L)

2356.88

(T

OT

AL)

SH

EE

T 6

1

4

5

1

.0

9

(T

O

T

A

L

)

14.9

1 A

C.

10

(TO

TA

L)

6

0

5

.

6

8

(

T

O

T

A

L

)

SH

EE

T 6

716.4

2

34

53

45

34

8

13

13

5

13

SHEET 6.01

4

4

7

.

9

8

T

O

T

.

6.02

6.02

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 W. Main Street, Clinton, New Jersey

PREPARED BY

H. CLAY MC ELDOWNEY, P.E., L.S. 20891

SCALE 1"=100' JULY 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A SCANNED

COPY OF THE MAP PREPARED BY

H. CLAY MC ELDOWNEY, P.E., L.S.,

DATED JULY 1999 AND

REVISED THROUGH NOVEMBER 2002.

THE ORIGINAL TRACINGS ARE FILED IN

THE TAX ASSESSOR'S OFFICE.

20' WIDE

SANITARY SEWER

EASEMENT

25' WIDE

STORM SEWER

EASEMENT

25' WIDE

STORM SEWER

EASEMENT

NAME

REVISIONS

DATENO.

WILLIAM G. BERGH, P.L.S.NOVEMBER 2017 GS23946

AutoCAD SHX Text
N
Page 11: WILLIAM G. BERGH

S H

E

E

T

9

S

H

E

E

T

1

3

OX

FO

RD

TO

W

NS

HIP

BRIDGEVILLE

S

H

E

E

T

3

BUTTZVILLE

S

H

E

E

T

1

0

S H

E

E

T

6

S H

E

E

T

16

O

X

F

O

R

D

T

O

W

N

S

H

IP

W

A

R

R

E

N

C

O

U

N

T

Y

7

7

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A DIGITIZED

COPY OF THE MAP PREPARED BY

ROBERT MCELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND REVISED

THROUGH NOVEMBER 2002. THE

ORIGINAL APPROVED MAP IS ON FILE IN

THE ENGINEER'S OFFICE.

25

1.40 AC.

175.79

324.02

372.24

1

7

7

.

8

3

28

119.9

1

31.5

0

150.0

3

7

2

.2

4

3

7

1

.8

6

1.2

7

Ac.

(S

)

151.7

29

1.2

3

Ac.

(S

)

150'

3

5

5

'(S

)

33'

3

6

0

'

(S

)

30

1.1

5

Ac.

(S)

30.0

1

1.0

0

Ac.

2

4

9

.8

0

194.55

248.95

1131'

741'

150

150

27

312

3

1.9

8

Ac.

1.7

2 A

c.

5755

75'

150'

150'

150'

50'

591'

3450'

241'

204.92

556.83

556.65

174.2

5

151.23(S

)

309.20(S

)

309.85(S

)

1.92 A

c(G

)

1.86 A

c(N

)

24

2.6

4 A

c.

329'

4

5

0

(S

)

2

4

0

'

966'

1399.2

5

3

'

196.9'

24.01

5.38 Ac.

(D)

32

8.07 Ac.

150.0

50'300.59

32.0

1

1.0

3 A

c.

175.03

227.18

189.27

26.0

1

1.0

2

Ac.

174.27

174.24

26.02

1.03

Ac.

174.24

26.03

1.04

Ac.

174.27

184.84

184.88

26.04

1.12

Ac.

258.57

2

5

6

.

7

3

2

2

8

.

0

9

98.4

4

195.70

39

2.7

0

170.11

147.7

5

205.00

181.69

154.41

7

1

.

1

5

120.40

440.42

396.49

223.86

197.00

26.07

1.70 Ac.

261.75

266.65

26.05

1.34

Ac.

354.69

2

6

5

.

0

3

2

0

0

'

176.80

26.06

1.88 Ac.

26.08

1.14 Ac.

250.00

149.86

177.00

244.64

171.63

26.09

1.01 A

c.

26.10

1.38 Ac.

221.64

326.86

160.16

173.63

173.64

244.27

8

1.0

4

Ac.

255.38

5

0

7

1.08 Ac.

255.00

199.67

261.0

7

166.94

145.50

186.62

3

0

5

.0

2

6

1.17 Ac.

70'

32.29

53.93

2

9

6

.4

4

150.00

189.20

250.4

0

218.35

613.80

204.7

7

203.00

26.11

1.14 Ac.

26.12

1.00

Ac.

272.5

8

1

4

4

.

5

4

3

0

8

.

8

8

1

5

1

.

3

4

2

5

2

.

1

5

5

8

.

7

2

5

8

.

0

8

6

9

.2

7

6

8

0

.4

6

1

9

9

.

0

3

2

3

5

.

2

3

1

4

4

0

(S

)

2

6

4

5

.5

5

7

2

7

.

9

4

5

5

(

S

)

261.84

5

0

.

0

0

322.55

1

2

0

5

.

4

7

1

1

8

8

.

5

2

40'(S)

1507.9

5

1000.00

1

0

0

0

.1

7

2

2

9

.

7

8

1

7

8

.

3

5

'

2

0

5

.

9

7

'

3

4

6

.

6

8

3

9

0

.

0

0

3

4

3

.

2

0

3

7

3

(

S

)

3

6

9

.

6

0

1

2

0

(

S

)

7

5

(

S

)

2

5

'

41.5

'

4

0

6

4

5

0

.

1

4

1

1

9

1

.

6

2

1

7

7

.5

15

1

9

.

4

1

8

3

8

.

6

8

945.11

150.0

150.0

3

0

0

(

S

)

3

8

5

.0

9

90

(S

)

90

(S

)

1

4

7

'

3

5

8

.9

2

9.06

360

1

3

5

.

0

0

1

7

2

0

.

8

2

3

4

7

.1

1

1

2

5

.0

0

5

0

.0

5

2

0

1

.5

5

3

4

0

(

S

)

8

2

.

5

6

3

.

1

2

4

5

9

.3

6

5

2

7

.8

4

4

3

0

.

3

2

2

9

6

.

3

3

18

1.8

8 A

c.

24

2

0

1

5

.7

5

A

c

.

2

0

8

.2

0

9

7

.4

2

1

0

2

.5

8

2

0

0

'

1

7

5

2

0

0

0

'

1

9

8

0

A

c

.

5

5

5

.

6

6

5

5

6

.

4

8

33.20

3

8

0

(S

)

1

7

5

3

6

0

(S

)

3

4

0

(

S

)

5

3

1

.9

6

3

7

0

.

2

6

2

2

0

(S

)

1

7

1

.

0

0

A

c

.

1

6

1

3

.

0

0

A

c

.

1

1

3

8

'

8

3

0

(

S

)

6

4

0

(

S

)

1

8

0

1

7

8

2

5

6

.

9

7

2

8

1

1

5

1

.

2

1

A

c

.

3

8

7

'

2

6

4

'

5

0

'

R

.

O

.

W

.

1

3

9

.

7

3

2

0

1

'

1

6

1

'

2

7

7

.

4

7

1

4

5

.8

0

3

2

2

.

0

9

2

1

2

'

2

3

7

'

1

6

1

'

1

9

5

'

4

9

6

.5

(S

)

2

1

0

.5

8

0

0

(S

)

5

0

0

(S

)

351.72

624.95

480(S

)

4

8

0

.

1

8

(

S

)

6

1

5

.

2

9

(

S

)

2

2

3

5

.

8

1

5

9

.

0

6

'

4

4

5

.

4

2

282.00

366.15

407.11

2

8

0

.9

7

5

3

0

(

S

)

0

.

8

7

A

c

.

1

3

1

.

0

0

A

c

.

A

c

.

1

2

1

4

1

5

.7

7

A

c

.

7

6

0

(S

)

1

0

1

1

.1

3

A

c

.

1

1

3

5

.2

0

2

0

.0

2

4

2

.5

7

A

c

.

1

4

1

0

(S

)

1

4

2

0

.2

1

A

C

C

E

S

S

E

A

S

E

M

E

N

T

3

0

'

W

I

D

E

7

3

4

.

2

0

1

2

8

9

.

8

6

2

0

.0

1

1

8

.7

9

A

c

.

2

8

8

.4

5

7

0

3

4

0

(S

)

4

9

0

(

S

)

8

0

3

.2

8

0

4

.5

3

7

5

9

.0

7

6

7

.6

7

379.50

2

4

1

.4

3

3

8

0

(

S

)

1

0

3

0

(

S

)

2

5

7

.0

4

4

1

8

.9

6

4

0

1

.5

9

236'

6

5

'

8

1

8

.

4

4

2

8

3

.

3

9

7

8

8

.

5

1

1

8

9

7

.

5

8

7

6

7

.

2

9

4

6

4

.

8

4

7

0

6

.

4

0

4

2

6

.3

6

5

3

5

.1

8

36'

3

1

0

0

'

(

S

)

3

0

4

0

'

(

S

)

11

28.70 Ac.

32.01

1

0

0

2

1

9

.

4

9

2

0

.

0

0

2

3

8

.

2

5

1

1

1

.2

2

(

S

)

1

8

2

.

5

(

S

)

3

9

9

.

2

(

S

)

2

4

9

.

9

5

6

6

'

4

3

.

5

5

1

0

0

'

9

.

2

4

7

6

0

.4

4

2

7

.

9

9

1

1

1

.

8

3

2

7

1

.

0

2

4

6

7

.

4

1

2

0

.

0

7

8

.9

5

5

8

0

.

0

(

S

)

4

5

0

(

S

)

1

1

5

(

S

)

6

6

3

.

5

6

A

C

.

(

D

)3

.

0

8

A

c

.

(

S

)

T

I

T

M

A

N

RO

AD

5

2

9

.

4

9

2

0

0

0

(

S

)

7

8

'

12.4

6

1

4

.0

(

S

)

7

3

'

1

1

0

0

(

S

)

1

2

1

8

.

9

0

8

3

'

13.03 Ac. (S)

5

0

0

(S

)

4

7

0

(S

)

1

0

6

2

.8

9

6

3

3

.

2

4

7

8

2

.

0

1

5

9

.

0

(

S

)

6

6

'

4

3

0

9

S

)

6

6

'

1

0

9

4

'

8

0

'

5

21.63 Ac.

4

2

0

(

S

)

42

34.01

1

0

0

(

S

)

2

0

0

(

S

)

750(S

)

310.9

2

7

7

.

7

5

1

3

5

.9

6

21

16.68 A

c. (S

)

33

22

91.00 A

c. (S)

1

9

5

0

(S

)

1

5

3

5

(

S

)

49.5

'

3

3

'

1

6

0

0

(

D

)

1

6

5

8

.

8

8

1

4

3

5

(

S

)

1

3

6

8

'(D

)

580 (D

)

719.92

3

3

'

4

0

(

S

)

23

49.68 A

c. (S)

15

37.16 A

c. (S)

16

11.41 A

c. (S)

1

0

5

2

.4

1

(S

)

8

9

3

.0

1

6

0

7

.6

6

5

9

0

.0

(S

)

900(S)

2

2

3

0

'

(

S

)

6

2

0

.

7

8

1

0

8

4

.

8

4

1

0

9

4

.

3

1

1

8

.

4

3

1

6

4

.

8

0

1

5

8

.

4

1

1

8

.

8

3

0

0

.

0

0

3

5

0

.

0

0

1

7

1

.

0

6

A

c

.

1

5

0

.0

0

1

3

5

.0

0

6

3

8

.

2

2

22

79.88 Ac.

5

9

4

.

0

4

5

9

4

8

7

4

.

5

5

8

8

4

.

4

9

3

1

.9

3

1

1

1

6

.7

1

4

1

4

.

3

0

'

1

3

9

.

5

2

18

91.19 Ac. (S)

WARREN COUNTY

EXEMPTED

2

9

6

.

7

4

4

6

2

.

3

5

1

2

1

1

.2

7

8

43.40 Ac.

2

0

0

'

3

5

0

(

S

)

1

0

4

0

'

(

D

)

9

3

.7

0

A

c

. (S

)

10

86.38 Ac.

12

71.23 Ac (S

)

WARREN C

OUNTY

EXEMPTED

17

100.35 Ac. (S)

WARREN COUNTY

EXEMPTED

1

0

9

6

.7

2

1

8

9

2

1

8

7

0

'(

S

)

3

3

'

1

1

6

4

.

6

6

7

7

5

.

9

1

1

0

4

8

7

5

3

.

2

(

S

)

2

0

1

4

.

9

2

A

c

.

(

S

)

3

9

0

(

D

)

1

2

2

0

.7

7

19

54.5

4 A

c. (S)

18.0

1

2.60 Ac.

18.0

2

2.8

0 A

c.

18

2.9

3 A

c.

33

9.00 A

c. (S)

15

24.00 A

c. (S)

16

27.67 Ac

EASEMENT

DRAINAGE

25'

7

.

0

COUNTY

EXEMPTED

WARREN

7

7

.

4

4

A

C

(

S

)

T

O

T

A

L

32

R

O

A

D

Q

U

A

R

R

Y

10.02

3.68 Ac.

10.03

3.23 A

c.

2

5

0

(

S

)

4

4

3

.

8

2

'

3

0

0

.

5

9

'

4

1

.

5

'

L A K E

21

Q

U

A

R

R

Y

R

O

A

D

N

E

W

J

E

R

S

E

Y

P

O

W

E

R

&

L

I

G

H

T

C

O

M

P

A

N

Y

~

G

I

L

B

E

R

T

-

B

E

L

V

I

D

E

R

E

-

W

E

S

T

W

H

A

R

T

O

N

T

R

A

N

S

M

I

S

S

I

O

N

L

I

N

E

O

F

W

A

Y14

3.0

5 A

c.

13

1.9

6 A

c.

1

5

.

0

1

6

.

5

0

A

c

.

(

G

)

6

.

0

9

A

c

.

(

S

)

4

3

0

(S

)

1

5

0

(S

)

1

1

1

9

.3

6

(D

)

3

0

'

21.01

37.64 Ac.

V

A

R

I

E

S

6

4

9

'

6

2.43 A

c.

4

5

0

9

S

)

H

A

Z

E

N

-

O

X

F

O

R

D

R

O

A

D

P

O

P

H

A

N

D

U

S

I

N

G

C

R

E

E

K

EASEMENT

33' UTILITY

6

6

'

26.40

34

PE

QU

ES

T

RIV

ER

1

3

6

7

.4

6

(S

)

2

7

7

6

.0

10.01

3.25 A

c.

9.01

2.41 Ac.

9

17.37 Ac. (N)

1

9

3

2

.0

6

A

c

.

1789.04

6

6

6

'

305(S)

2

0

0

(S

)

470(S

)

446.16(S

)

8.01

1

5

4

2

.1

2

'

6

1.97

Ac.

4

4

6

.

9

6

7

4.00 Ac.

200.0

0

2

8

7

.3

5

'

S

O

U

T

H

B

R

ID

G

E

V

IL

L

E

R

O

A

D

(

S

E

C

O

N

D

A

R

Y

R

O

U

T

E

5

1

9

B

L

O

C

K

L

I

M

I

T

6

7

B

L

O

C

K

B

L

O

C

K

6

6

'

N

E

W

J

E

R

S

E

Y

S

T

A

T

E

H

I

G

H

W

A

Y

R

O

U

T

E

4

6

2

3

0

'(

S

)

9

7

0

'(

S

)

1

6

5

3

.3

P

E

Q

U

E

S

T

R

I

V

E

R

E

D

I

S

O

N

(

V

A

C

A

T

E

D

)

RO

AD

B

L

O

C

K

LIM

IT

33'

L

I

M

I

T

L

I

M

I

T

5

0

'

A

C

C

E

S

S

E

A

S

E

M

E

N

T

SHEET 8

6

2

7

.

8

1

3

6

.5

8

6

0

0

'

C

R

E

E

K

R

O

A

D

S

H

E

E

T

8

S

H

E

E

T

8

B

U

T

T

Z

V

I

L

L

E

R

O

A

D

JONES FARM LANE

NE

W

JE

RS

EY

S

TA

TE

H

IG

HW

AY

R

OU

TE

31

35

80'

1

6

0

(

S

)

AV

EN

UE

RO

AD

QU

AR

RY

MT

. P

IS

GA

H

1

1

0

.

8

5

C

L

1

2

2

2

(

S

)

5

6

4

.6

0

P

L

SHEET 8

50'

1186

65'

C

L

3

3

'

3

3

'

3

3

'

P

L

WARREN COUNTY

EXEMPTED

WARREN

COUNTY

EXEMPTED

WARREN

COUNTY

EXEMPTED

PUBLIC

ROAD

EASE-

MENT

25' DRAINAGE

EASEMENT

DETENTION BASIN

EASEMENT

DRAINAGE

EASEMENT

25' FROM

STREAM

EASTER SEAL SOCIETY OF

NJ, INC. - EXEMPTED

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

WILLIAM G. BERGH, P.L.S.DECEMBER 2008 GS23946

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010 GS23946

3

5

0

.0

0

'

8

4

8

.7

7

'

2

5

0

.

0

0

'

3

5

0

.

0

0

'

5

6

8

.8

3

'

2

0

9

.3

1

'

1

5

0

.0

0

'

2

3

8

.

6

5

'

9

3

2

.0

4

'

8

9

8

.8

3

'

9

9

2

.

3

6

'

1

8

4

.6

7

'

7

6

6

.2

1

'

9

4

1

.1

6

'

1

0

0

6

.7

1

'

57.77'

15'

8.03

6.19 Ac.

8.02

6.46 Ac.

225'x240'

COMMON

DRIVEWAY &

DRAINAGE

EASEMENT

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION - EXEMPTED

S

T

A

T

E

O

F

N

E

W

J

E

R

S

E

Y

D

E

P

T

.

O

F

E

N

V

I

R

O

N

M

E

N

T

A

L

P

R

O

T

E

C

T

I

O

N

-

E

X

E

M

P

T

E

D

91.05 Ac.

22

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION - EXEMPTED

9.54 Ac.

1

3

4

'(

S

)

3

2

8

.

1

3

'

4

6

.3

0

'

2

9

0

.

4

0

'

1

7

7

.3

6

'

1

5

9

4

' (

S

)

6

9

6

.

8

8

'

4

7

7

.

2

2

'

6

2

4

.

4

8

'

4

0

1

.

4

6

'

7

2

9

.

6

4

'

1231.50'

8

3

8

.

5

8

'

3

0

8

.

0

9

'

425.07'

242.61'

663' (S)

311'(S)

1

2

1

4

'

(

S

)

WILLIAM G. BERGH, P.L.S.DECEMBER 2014 GS23946

3

3

4

.7

2

'

8

4

8

.4

9

'

5

8

6

.

9

7

'

2

6

7

.0

5

' (D

)

418.98' (D

)

19.75 AC. (GROSS)

19.34 AC. (NET)

FARMLAND

PRESERVATION

EASEMENT

1

2

7

.8

1

'

124.65'

WARREN

COUNTY

EXEMPTED

WARREN

COUNTY

EXEMPTED

25' WIDE

DRIVEWAY

EASEMENT

2

4

1

.

5

6

'

4

3

9

.

3

5

'

1

1

7

.

1

4

'

5

4

2

.

8

8

'

EXEMPTED

BOARD OF CHOSEN

FREEHOLDERS

10.01

1.52 Ac.

WILLIAM G. BERGH, P.L.S.JANUARY 2017 GS23946

AutoCAD SHX Text
N
Page 12: WILLIAM G. BERGH

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1 3

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1

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Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=100' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A SCANNED

COPY OF THE MAP PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND

REVISED THROUGH NOVEMBER 2002.

THE ORIGINAL TRACINGS ARE FILED IN

THE TAX ASSESSOR'S OFFICE.

1

0.26 AC.

151.42

8

6

.2

0

148.8

9

2

0.28 AC.(D)

3

1.29 AC.(D)

3

3

4

3 AC.(D)

393'(S

)

3

0

0

'(S

)

1

0.45 AC.(S)

2

0.15 AC.

3

0.17 AC.

(S)

4

0.23 AC.

(S)

5

0.24 AC.

1

0.20 AC.

2

0.30 AC.(S)

3

0.13 AC.

4

0.14 AC.

(S)

5

0.23 AC.

6

0.24 AC.

7

0.55 AC.(S)

8

0.60 AC.(S)

9

0.33 AC.

10

0.70 AC.(S)

1

0.45 AC.

(S)

2

0.40 AC.

3

0.11 AC.

(S)

8

0.05

AC.(S)

11

0.05 AC.

1

0.35 AC.

2

0.33 AC.(S)

3

0.52 AC.

4

0.24

AC.

5

0.32 AC.

6

1.55 AC.

7

2.01 AC.(S)

1

0.61 AC.(S)

1

1.37 AC.(S)

2

0.75 AC.

3

0.35 AC.(S)

4

0.36 AC.

5

2.58 AC.(S)

7

1.93 AC.(S)

1

1.90 AC.

1.01

1.70 AC.

2

1.08 AC.

3

0.25 AC.

(S)

4

0.40 AC.

5

0.25 AC.

6

0.64 AC.(S)

7

0.82 AC.(S)

8

0.59 AC.

9

1.55 AC.

12

0.25 AC.

13

0.62 AC.(S)

14

0.54 AC.

1

0.23 AC.(S)

2

0.17 AC.(S)

3

0.33 AC.

4

0.19 AC.

5

1.86 AC.(S)

11

0.27 AC.(S)

10

0.36 AC.(S)

2

5

2

'(D

)

1

9

2

(S

)

4

8

.3

1

131.15

137.6

6

1

5

0

'

5

4

.4

7

1

6

8

'(

D

)

4

3

'

(

S

)

1

3

7

(S

)

4

6

(

S

)

5

0

'(

D

)

6

9

1

6

5

5

0

1

4

6

1

0

0

'(

S

)

7

6

'

(

D

)

4

0

'(S

)

1

1

0

'(

S

)

4

0

'(

S

)

65'(S

)

2

0

'

(

S

)4

0

(

S

)

7

0

'(

S

)

9

0

(

S

)

5

8

.

1

5

6

2

(

S

)

1

2

2

(S

)

1

7

.

4

2

9

2

.

1

5

5

6

'

1

0

6

(

S

)

9

4

1

0

1

'

1

6

5

'(

D

)

1

6

5

'(

D

)

5

6

'

5

6

'

(

D

)

5

6

'(

D

)

1

0

8

.

4

8

1

1

4

.

8

9

9

7

.

3

6

'

8

4

.

6

4

'

1

1

4

.

8

9

9

0

.

3

5

'

9

0

.

3

5

'

1

1

5

.

2

2

1

1

5

.

0

9

1

7

7

.

5

0

3

2

.

5

4

2

0

8

.

9

3

1

1

2

.

6

6

1

1

2

'

(

D

)

2

0

2

'

2

4

4

'

(

D

)

1

5

(

S

)

3

0

(

S

)

1

4

9

.

4

3

1

2

3

.

8

0

1

2

5

.

3

4

1

5

8

.

6

7

1

4

9

.

1

0

1

6

6

.

5

3

0

4

(

S

)

1

7

0

(

S

)

2

9

.

9

4

3

1

.

6

8

6

6

.8

7

1

5

0

.

9

1

1

0

4

.

6

8

9

0

.

3

7

1

5

0

.

0

4

1

5

0

'(

D

)

96.30

3

7

.

6

2

6

8

.

1

9

2

8

6

.

2

1

3

0

9

.

8

0

4

8

.

5

'

9

0

.

3

2

8

8

.

7

7

9

8

.

3

6

1

1

7

.

9

8

6

6

.

9

3

(

D

)

6

0

(

S

)

6

5

.

5

9

5

7

.

8

0

1

4

7

.

4

0

1

0

6

.

4

4

1

2

2

.

6

1

1

4

8

.

3

0

6

5

.

7

4

6

6

.

1

7

4

7

.

4

6

1

6

.

5

4

5

1

1

(

S

)

5

6

0

(

S

)

4

7

3

.

4

6

5

0

2

.

8

2

6

6

'

6

8

.

3

2

1

7

5

'

(

S

)

1

2

0

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1

6

5

'

(

S

)

2

0

7

'

(

S

)

230'(S

)

1

6

8

.

6

4

5

.

0

0

5

'

9

0

.

3

9

8

5

'

7

1

.

2

8

1

2

0

1

2

2

.

2

9

1

2

4

.

8

5

'

8

2

.

7

7

56.16

1

5

0

(

S

)

1

2

2

.

4

5

'

2

0

3

'

(

D

)

1

1

0

'(

D

)

3

3

9

0

.

4

2

2

2

4

.

8

7

(

D

)

8

2

(

S

)

9

6

.

9

0

(

D

)

3

1

5

.

7

4

(

D

)

2

3

0

'

(

D

)

3

3

'

7

5

(

S

)

7

8

(

S

)

2

0

(

S

)

1

1

7

(

S

)

6

2

(

S

)

6

6

'

9

8

(

S

)

1

6

8

(

S

)

2

0

3

.

2

8

1

3

5

.

9

6

1

6

8

.

3

9

2

7

.

7

2

1

0

7

.

5

8

272.3

3

1

3

.

2

0

1

4

4

.

1

8

2

3

5

.

0

9

1

4

9

.

6

4

1

4

9

.

0

4

7

2

.

9

7

2

.

9

1

4

9

.

6

4

4

8

.

8

4

2

0

3

.

5

4

6

6

'

1

6

5

'

(

S

)

3

4

2

3

3

.

9

1

272(S

)

1

7

6

4

0

.0

0

1

0

5

'

1

3

8

(

S

)

1

4

8

.0

2

1

0

5

.1

7

1

4

8

.

0

2

105'

1

0

5

.1

7

4

0

6

348.30

1

5

1

.

1

8

(

D

)

4

0

.

0

0

1

8

4

.

8

1

2

5

'

7

0

'

3

0

.

0

3

1

4

5

'

7

0

'(

S

)

1

6

3

.

5

(

D

)

7

2

'

(

S

)

6

0

1

2

6

(

D

)

1

2

2

(

S

)

6

0

'

1

2

0

'

2

0

'

6

1

.

2

6

1

2

0

1

2

6

.

0

6

1

2

6

.

2

7

3

2

7

(

S

)

3

4

7

.

8

6

(

D

)

140'(D

)

1

3

9

'(D

)

2

0

1

'(

D

)

1

9

9

'(

D

)

1

5

8

'(

S

)

28.4

'

4

1

.

6

7

8

.

9

'

1

7

4

.

9

'

6

2

'

(

S

)

70.2

9'

30'(D)

3

8

'(D

)

4

4

'

2

0

8

'

266'

2

5

1

'

1

6

4

'

1

6

2

.2

1

8

3

.

1

7

99.67

1

8

0

'

1

8

0

.0

4

258.07

151'

182.58

102.32

143.59

2

6

4

.

3

1

3

3

'

1

7

3

'(

S

)

8

4

.5

4

168.3

0

1

1

8

.

9

9

6

0

0

'

1

6

9

.7

6

1

6

9

.6

7

1

4

2

.4

0

1

7

3

.3

6

1

5

7

.9

0

1

5

7

.9

7

2

4

9

.

1

4

2

5

3

.0

1

8

6

.6

6

2

5

5

.

9

9

260.3

4

9

5

(

S

)

1

6

.5

(

S

)

420(S

)

6

6

'

6

6

'

N E W

J E

R S

E Y

S

T

A

T

E

H

I

G

H

W

A

Y

R

O

U

T

E

4

6

N

E

W

BLO

CK

L

IM

IT

B

L

O

C

K

L

I

M

I

T

J

E

R

S

E

Y

S

T

A

T

E

H

I

G

H

W

A

Y

R

O

U

T

E

3

1

B

L

O

C

K

B

L

O

C

K L

I

M

I

T

L

IM

IT

B

/

L

2

1

0

.3

3

3

5

0

.3

3

187.88

3

6

4

.

8

7

C

R

E

E

K

R

O

A

D

C

R

A

I

G

S

T

R

E

E

T

R

O

A

D

B U

T T

Z V

I L

L E

M

I L

L

R

O

A

D

7.44 AC. (S)

TOTAL

R

O

A

D

R

I

V

E

R

P E

Q

U

E

S

T

2

4

9

.

0

4

(

S

)

3

3

'

U

T

I

L

I

T

Y

E

A

S

E

M

E

N

T

3

0

5

.

0

2

8

0

'

3

6

0

'

(

S

)

42

40

34.01

41

34

34.02

39

37

36

35

34

38

35(S

)

7

5

(

S

)

1

2

0

1

2

0

9

6

(

S

)

B

L

O

C

K

L

I

M

I

T

4

6

4

.

5

9

B

/

L

B

L

O

C

K

L

I

M

I

T

9

(S)

(S)

34

3

3

'

5

0

'

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

7

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010 GS23946

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION - EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION - EXEMPTED

7

0

.8

4

'

3

0

1

.

0

0

'

1

1

1

.8

9

'

1

9

.

0

5

'

1

1

2

.0

6

'

2

3

2

.1

7

'

70.40'

1

1

1

.0

0

'

125.6

6'

8

7

.7

1

'

6

8

.1

8

'

23.5

8'

127.0

0'

1

0

4

.9

8

'

WILLIAM G. BERGH, P.L.S.DECEMBER 2015 GS23946

AutoCAD SHX Text
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Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=100' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A SCANNED

COPY OF THE MAP PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND

REVISED THROUGH NOVEMBER 2002.

THE ORIGINAL TRACINGS ARE FILED IN

THE TAX ASSESSOR'S OFFICE.

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2

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WHITE TOWNSHIP

EXEMPTED

2

2

0

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4

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1

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2

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R

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E

R

62

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

BLO

C

K LIM

IT

BLO

C

K

LIM

IT

BLO

C

K

LIM

IT

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010 GS23946

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STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION - EXEMPTED

WILLIAM G. BERGH, P.L.S.DECEMBER 2012 GS23946

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8.67'

7' SIDEWALK,

UTILITY & SIGN

EASEMENT

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EASEMENT

TO SHOW CONDITIONS AS OF DECEMBER 2012

AutoCAD SHX Text
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T OW N O F B E L V I D E R E

WARREN COUNTY

BRIDGEVILLE

10

10

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

S

O

U

T

H

(SE

CO

ND

AR

Y R

OU

TE

519)

B

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G

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630'(S

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4

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2

2

9

7

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6

3

1

9

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6

3

2

2

.0

4

5

0

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1

3

0

0

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4

1

8

0

(S

)

2

0

2

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8

4

2

1

5

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2

4

3

7

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2

0

0

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2

3

0

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3

0

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0

(

S

)

2

3

0

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S

)

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)

1

2

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4

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4

2

2

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)

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0

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S

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1

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5

3

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4

4

(S

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1

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6

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3

0

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3

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.

1

2

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1

5

5

.

7

4

'

1

3

2

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2

3

'

7

1

.

2

8

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131.34

1

1

1

.

1

6

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3

5

.

0

0

1

1

5

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7

8

1

.

7

2

541.57'

1

1

3

.

7

2

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4

8

3

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3

6

3

9

.

6

66

8

1

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8

2

2

5

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1

7

1

0

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1

1

6

3

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0

3

6

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2

8

6

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110(S

)

1

5

2

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(

S

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1

6

4

.

3

3

1

8

0

'

2

1

1

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2

1

0

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8

5

1

8

8

.

7

6

1

6

3

.

0

2

2

2

.

3

7

1

0

0

.

0

3

4

4

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1

8

169

4

3

0

'

6

9

.

6

1

1

5

5

.

5

5

2

3

4

.

4

2

305.49

305.36

210.00'

212.2

7

362.2

5

565.3

6

200.60

151.13

484.72

175.9

(S

)

101.91

3

8

.

9

3

170.00'

4

8

5

.

1

4

4

8

1

.

1

0

1

2

2

.

2

1

2

2

7

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4

1

2

4

4

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5

8

1

3

8

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1

6

1

4

4

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9

2

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5

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0

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8

'

2

4

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3

4

9

4

.

4

8

3

9

4

.

0

3

246.02

239.51

2

3

3

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4

470.79(D

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5

6

9

'

(

S

)

5

3

5

.

2

7

1

8

6

.

0

0

1

9

1

.

0

0

3

8

6

454

1

2

7

4

.

8

2

244.30

1

4

7

.

7

3

(

S

)

233.29(S

)

3

4

7

.

9

8

2

6

0

(

S

)

1

9

9

.

9

3

2

5

4

.

0

5

(

S

)

1

8

5

.

0

(

S

)

3

2

8

.

8

2

(

S

)

1

8

7

.

0

0

4

0

5

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4

4

(

S

)

2

0

2

.

0

9

5

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3

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5

8

4

5

0

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2

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6

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1

4

2

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4

2

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7

1

3

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0

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5

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5

5

5

8

4

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7

6

2

0

5

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0

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0

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0

0

2

0

0

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0

0

6

5

3

.

1

6

3

8

0

.

4

8

1

9

8

.

0

2

311.52

4

1

0

.

3

1

3

9

9

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9

6

2

0

5

.

1

8

2

0

0

.

1

9

1

8

7

.

4

4

159.86

3

7

7

.

3

1

115

229.36

100(S

)

251.20

301.64

1

6

3

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0

2

9

9

.

4

0

2

7

0

(

S

)

1

0

0

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2

9

4

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7

1

2

6

7

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7

9

4

0

0

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S

)

3

3

4

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0

9

1

5

2

.

2

9

3

4

2

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5

3

1

2

5

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0

0

1

0

0

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2

4

1

9

9

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5

0

2

0

4

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5

4

1

4

0

'

1

0

0

.

1

0

5

0

2

9

1

2

1

0

'

100.49

1

4

0

.

1

8

4

8

6

.

3

9

(

T

)

3

4

5

.

6

9

8

0

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0

6

8

0

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0

6

1

2

5

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0

0

2

1

0

1

1

3

7

.

8

4

0

7

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9

'

279.33

322.35

330'

3

0

0

(S

)

2

6

6

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3

493.90

5

3

4

.

8

0

5

3

0

(

S

)

5

2

470'(S

)

1

0

0

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(

S

)

2900'(S

)

3200(S)

800'(S

)

150(S

)

5

0

0

(

S

)

50'

300(S

)

249

680.18'

2

8

2

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3

'

238.71'

269'

3

2

9

'

138.0

2'

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140.6

9'

100.24

5

5

2

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7

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7

6

'(S

)

9

6

6

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4

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1

1

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3

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5

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2

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1

8

6

5

2

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0

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6

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6

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)

2

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4

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3

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6

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S

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7

0

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S

)

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3

4

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5

2

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3

3

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5

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3

0

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3

0

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7

8

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7

6

2

4

6

6

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S

)

2

0

9

5

(

S

)

2

3

9

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0

3

0

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)

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5

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8

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7

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2

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3

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7

8

5

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4

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1

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S

)

1

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5

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7

0

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S

)

1040'

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6

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4

3

6

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4

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5

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1

3

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1

1

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9

0

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)

1

1

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S

)

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1

3

1

4

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0

2

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225.69

2

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2

0

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S

)

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6

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)

2

8

0

(

S

)

5

5

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1

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700(S

)

8

4

3

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9

7

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549.00

8

0

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S

)

8

5

(S

)

2

0

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S

)

80(S

)

660'(S

)

9

5

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1

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1

2

5

0

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)

4

3

8

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5

2

1

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3

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1

4

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2

4

1

.

3

3

6

7

.

5

5

(

D

)

138.55

172.97

173.17

174.25

185.94

126.56

274'

3

2

.

6

7

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3

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6

172.39

174.00

30.0

1

1

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2

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S

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19.79 AC.

13

15.98 AC.

1.01

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2

14.96 AC.

1

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2

5

A

C

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(

S

)

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2

0

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5

85.66 A

C

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)

6.01

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12

63.99 AC.

1

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3

2

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5

A

C

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1

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8

A

C

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10

3.05 A

C

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)

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S

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10

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9

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3

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9

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3

8

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5

3

8

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3

8

38.08

3

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1

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1

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2

7

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1

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1

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2

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9.03

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9

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6

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C

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.

3

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8

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4

A

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9

A

C

(S

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5.05 A.

0.12 AC.(S)

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.

1

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4

3

A

C

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0

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8

A

C

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1.48 AC.

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5

A

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1

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4

9

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4

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4

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5

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1

3

7

3

(

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0.47 A

C.

0.64 A

C.

(S)

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9

A

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2

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5

8

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8

7

A

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1

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3

A

C

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1.54 AC.

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C

.

1

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3

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3

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5

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(

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C.

19.4

9 A

C.

0.3

4

1

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8

A

C

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8.6

1 A

C.(

S)

59.04'

4.68 A

C

.

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1 A

C.

0.5

2

AC

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1.22 A

C

.

1.4

5 A

C.

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C.

3.8

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0.08 AC.(S)

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C.

(S)

1

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7

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9

4

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6

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2

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7

A

C

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1

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1

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4

1

4

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5

3

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7

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5

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2

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2

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5

6

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2

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(

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4

3

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4

4

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1

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2

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A

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7

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3

7

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10.21 A

C.

6

6

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6

6

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3

0

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33'

6

6

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4

6

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5

3

3

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NE

W

30'

P

L

6

6

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E

A

S

E

M

E

N

T

EASEMENT

C

O

N

S

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A

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N

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M

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T

L

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M

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6

6

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1

0

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6

6

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WHITE TOWNSHIP

EXEMPTED

B

L

O

C

K

B

L

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C

K

T

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A

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R

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P

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C

T

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N

-

E

X

E

M

P

T

E

D

33' ACCESS

2

3

0

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8

GAS LINE EASEMENT

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

VA

RIE

S

R

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A

D

S

A

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7

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3

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S

M

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S

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N

A

T

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R

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A

D

WHITE TOWNSHIP

MUNICIPAL LANDS

EXEMPTED

V

A

R

IE

S

6

6

'

9

1.27

A

C

.

8

0.69

A

C

.

47

48

47.01

50

49

47.01

6

6

'

PE

Q

U

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T

D

R

I

V

E

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A

C

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E

E

T

33'

46

JE

R

S

E

Y

NE

W JE

RS

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P

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&

LIG

HT

C

O.-B

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&

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-

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STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

4

6

.

5

'

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

JOHN J. HANLON, P.L.S.MARCH 2005 37589

5

6

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38.14

3.51 AC

10.01

10.02

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3

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.6

2

'

433.34'

150.00'

433.34'

150.00'

150.00'

165.65'

300.00'

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150.00'

433.34'

433.34'

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150.00'

433.34'

300.00'

50'

35.58'

1.49 A

C

.

1.49 A

C

.

1.49 A

C

.

1.57 A

C

.

922.27'

JOHN J. HANLON, P.L.S.APRIL 2005 37589

50.03'

WILLIAM G. BERGH, P.L.S.JANUARY 2008

23946

565.4

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479.72'

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9.15 AC.

9.09

9.50 AC.

50' WIDE

ACCESS

EASEMENT

6.02

15.51 AC.

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' (S

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'(S

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75'

H

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20' WIDE SLOPE,

DRAINAGE AND

CONSTRUCTION

EASEMENT

3 ACRE NON-SEVERABLE

EXCEPTION FROM

FARMLAND PRESERVATION

EASEMENT

WILLIAM G. BERGH, P.L.S.DECEMBER 2008

GS23946

THIS TAX MAP SHEET IS A DIGITIZED

COPY OF THE MAP PREPARED BY

ROBERT MCELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND REVISED

THROUGH NOVEMBER 2002. THE

ORIGINAL APPROVED MAP IS ON FILE IN

THE ENGINEER'S OFFICE.

6

0

.

9

2

A

C

.

(

S

)

1 ACRE NON-SEVERABLE

EXCEPTION FROM

FARMLAND PRESERVATION

EASEMENT

WILLIAM G. BERGH, P.L.S.JANUARY 2010

GS23946

1

3

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.7

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175.72'

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1.02

28.77 AC.

2

4

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8

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'

9

4

5

.8

0

'

FARMLAND

PRESERVATION

EASEMENT

FARMLAND

PRESERVATION

EASEMENT

DEVELOPMENT

EASEMENT

1

7

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.7

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'

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0

'

A

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SLOPE AND

DRAINAGE

EASEMENT

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010

GS23946

1.02

4.62 AC.

1.03

3.77 AC.

1.04

3.44 AC.

208.24'

189.88'

6

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390.6

5'

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1

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'

CONSERVATION

EASEMENT

2

2

.

1

7

'

34.92'

SIGHT

TRIANGLE

EASEMENT

4

8

8

.5

4

'

171.01'

555.31'

169.33'

146.13'

9

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.4

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131.75'

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'

302.73'

9.11

25.47 AC.

9.10

9.74 AC.

323.95'

106.73'

1

7

0

5

.

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8

'

1

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.7

2

'

326.13

25 0.74 AC.

100.11'

100.36'

1

9

4

.

7

0

'

WILLIAM G. BERGH, P.L.S.DECEMBER 2011

GS23946

7

5

0

.0

1

'

AC

.

22.69'

59.72'

610'(S

)

360.28'

124.12'

6

6

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'

(

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)

TO SHOW CONDITIONS AS OF DECEMBER 2011

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AutoCAD SHX Text
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Page 15: WILLIAM G. BERGH

S H E E T 12

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11

11

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A SCANNED

COPY OF THE MAP PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND

REVISED THROUGH NOVEMBER 2002.

THE ORIGINAL TRACINGS ARE FILED IN

THE TAX ASSESSOR'S OFFICE.

7

9

2

.

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(

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231.5

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128.7

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(

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'

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'(

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73.07 AC.

10

250.33 AC. (S

)

5

44.50 AC. (S)

12

19.60 AC. (S)

13.03

6.22 A

C.

13.02

6.22 AC.

13.01

6.22 AC.

13

3.4

0 A

C. (

S)

P

L

1

556.1

9 A

C. (

S)

0.6

6 A

C.

2

2.08 AC.(S

)

3

4

.

0

2

2

.

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A

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4

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A

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.

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8 A

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(S

)

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5

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'

167.3 AC. (S)

(total)

20

24.0

4 a

c.

2

20

20

I S

L

A

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M A

I N

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(

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A

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(

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F W

AY

TOWN OF

BELVIDERE

EXEMPTED

WHITE TOWNSHIP

MUNICIPAL LANDS

EXEMPTED

6

7

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENT.

PROTECTION

EXEMPTED

M

A

TC

H

LIN

E

6

4

7

.

3

6

2

6

.

3

1

9

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(

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(

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1

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4

3

'

(

D

)

3

9

7

8

'

(

D

)

WHITE

TOWNSHIP

EXEMPTED

3

0

0

(

S

)

9

0

0

(

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1

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(

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1

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(S

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460 (S

)

2

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(

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S

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(S)

50

7

2

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'

2

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(S

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)

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'

9

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'

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'

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1

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(

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(S

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(S

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20(S)

70(S)

1043' (D

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2041' (D

)

2

0

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0

(S

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(S

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(

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410' (S

)

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'

(

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9

5

7

'

5

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' (

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)

4

4

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.4

7

543.45

5

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4

.

5

9

512.8

7

169.5

5

5

5

6

.

0

1

445.6

8

4

4

5

.

6

9

4

4

5

.6

9

4

5

0

(

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)

1189.3

2

1

0

5

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(

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191.27

1

9

1

.2

7

4

5

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(S

)

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(

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2

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(

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4

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(S

)

9

2

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4

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)

5

5

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650 (S)

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(S

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9

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' (S

)

C O U N T Y

P

L

P

L

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010 GS23946

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

AutoCAD SHX Text
N
Page 16: WILLIAM G. BERGH

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S H E E T 13

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1

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KNOWLTON TOWNSHIP

WARREN COUNTY

12

12

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

1

11.24 AC(S)

2

1

5

2

A

C

.

1

0

.4

5

A

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.(

D

)

2

0

.2

6

A

C

.(S

)

5

1

.5

0

A

C

.

7

4

.4

0

A

C

.

6

.

0

8

6

.

0

8

A

C

.

6

.

0

5

6

.

6

4

A

C

.

6

.

0

7

6

.

4

8

A

C

.

6

.

0

4

9

.

1

7

A

C

.

6

.

0

1

6

.5

1

A

C

.

6

.

0

3

1

.6

4

A

C

.

6

.

0

2

1

.5

2

A

C

.

8

.0

1

2

.0

0

A

C

.

8

4

.8

2

A

C

.

9

4.00 AC.

10

1.00 A

C

.

4.11

128 AC.

4.1

8

1.3

5 A

C.

4.1

7

1.2

5 A

C.

4.1

6

1.2

6 A

C.

4.1

2

1.0

3 A

C.

4.1

3

1.0

9 A

C.

4.1

4

1.0

8 A

C.

4.1

5

1.0

2 A

C.

4.1

7

1.3

2 A

C.

4

.1

8

1

.0

2

A

C

.

2.03

3.38 AC.

4.1

6

1.6

6 A

C.

4.1

5

1.0

3 A

C.

4

.

0

8

1

.

0

3

A

C

.

4.0

6

1.5

2 A

C.

4.1

1

6.0

3 A

C.

4

.

1

01

.

2

9

A

C

.

4.0

9

1.0

3 A

C.

4.0

7

1.1

8 A

C.

4.0

6

1.3

0 A

C.

4.0

5

1.4

8 A

C.

4.0

7

1.0

8 A

C.

4.04

1.88 AC.

4.03

1.98 AC.

4.02

1.98 AC.

4.01

1.93 AC.

4.0

5

1.6

AC

.

3

1.81 AC.

4.04

1.93 AC.

4.03

1.64 AC.

4.02

1.67 AC.

4.01

1.85 AC.

4.0

8

3.0

6 A

C.

4.09

2.72 AC. (S)

5

.

0

1

3

8

.

5

0

A

C

.

2.02

1.14 AC.

2.04

1.15 AC.

2.01

1.13 AC.

2

27.18 AC.(G)

27.04 AC.(S)

1.01

2.74 AC.

1

7.69 AC.

64'

3.01

1.62 AC.

3.02

1.00 AC.

3

.0

3

3

.0

0

A

C

.

2

62.22 AC(S)

3.05

17.83 AC.

1

11.52 AC.

3

34.26 AC.

3.04

2.52 AC.

4

1

.0

6

A

C

.

4

.0

1

1

.0

A

C

.

2

4

3

1.10 A

C

.

(S

)

2

.0

1

5

3

.8

5

A

C

.

1

1

4

5

.7

5

A

C

.

6

157.1 AC

.

5

4

.

9

3

A

C

.

(

D

)

4.01

33.46 AC.

4.02

2.66 AC.

4

20.31 AC.

1

23.16 AC.(C)

3

65.33 AC. (S)

2

1.19 AC.

(S)

9

5

5

.

7

2

A

c

.

(

S

)

3.06

23.04 AC.

1

1

2

.1

3

A

C

.

5.01

101.91 AC.

8

4

4

.2

6

A

C

(

S

)

15

1

.9

A

C

. (S

)

16

0.78

A

C

17

1.28

A

C

(S

)

1

8

2

.

7

0

A

C

.

(

S

)

1

9

1

.

6

2

A

C

(

S

)

20

167.3 AC(S)

(TOTAL)

14

51.4 AC

(S)

20.01

7.50 AC

(S)

1

1

3

2

.

3

4

8

6

3

.

8

1

51.7

6

7

5

6

.4

1

74.11

9

8

2

.

6

0

3

5

1

.7

5

262.03

2

8

5

391

1

1

0

.4

1

294.6

2

1164

218.69

2

3

0

(S

)

46.34

174.28178

58.03

2

1

9

438.16

4

5

0

(S

)

223.54

214

440(S

)

225'220'

225' 225'

225'

179.66

174.98

179.38

169'

205.00

175.00 75.00

105.00

270(S)

7

2

0

'

1

5

9

0

.6

4

107.69

946.38

2

3

.

0

5

2

3

.0

3

4

9

6

.

4

3

'

3

3

5

3

0

0

(

S

)

420.00

566'(S)

2

9

0

(S

)

41.5'

1

5

0

.5

0

2

3

0

.0

0

3

0

0

.0

2

2

7

4

.5

6

1

6

5

.1

3

139.82

1

3

7

.

8

9

1

3

3

.

2

3

2

1

7

.

1

7

5

0

156.73

219.45

2

0

0

.

0

0

2

8

8

.

9

9

2

2

5

.1

0

4

9

'

2

8

.5

2

4

1

4

.

0

5

281.9

0

212.9

6

2

5

9

.3

4

207.09

2

6

3

.

9

9

321.59

2

3

4

.

8

2

1

9

2

.

6

4

3

0

5

.

0

0

1

3

3

.

3

3

2

5

8

.

5

4

5

0

.

0

175.91

9

0

.

0

2

2

0

.

0

2

353.63

92.49

2

5

4

.5

2

2

8

5

.

9

6

2

3

7

.

9

4

2

9

2

.

6

5

1

7

4

.9

6

342.2

3

1

7

9

.5

0

4

4

.

7

1

6

8

2

.0

5

47.00

309.00

135.78

390(S

)

220(S)

383.00

225.0

220(S)

383.00

350(S

)

387.64

410.01

408.65

396.10

4

2

0

(S

)

7

6

0

.5

4

400.09

198.77

284.92

224.92

205.00

230.09

356.59

69.64

295.02

1

3

6

.

5

9

2

3

7

.

0

2

4

1

6

.6

0

2

8

4

.9

4

9

7

'

2

0

4

.

0

4

6

3

.

9

6

1

4

3

.

3

7

1

8

7

.5

8

4.1

0

1.1

3 A

C.

1

5

7

.

2

1

3

6

5

.8

9

3

6

9

.

9

3

1

3

6

.0

5

150.0

2

9

0

.4

0

2

9

0

.4

0

2

7

3

.9

0

2

9

7

.4

5

3

2

3

.7

5

2

9

9

.

8

9

2

7

1

.7

5

1

9

4

.7

5

1

7

9

.

3

6

3

0

9

.5

0

198.58

60.00

178.96

3

3

7

.7

3

3

4

8

.5

0

7

2

2

.8

9

178.96

1

0

0

.

2

4

238.58

219.11

213.60

2

7

8

.8

7

1185.24

20.00

26.30

116.22

1

7

1

.9

5

1

8

0

'

150

2

8

7

.9

9

525.05

525.05

1

7

5

.0

0

5

0

4

.6

3

4

8

7

.0

0

2

9

6

.3

1

9

9

4

.3

4

1

9

8

.5

6

189.6

4

3

3

8

.5

1

1

7

6

.

0

7

2

0

0

.0

9

3

4

0

.0

0

5

0

.4

7

3

2

5

.0

0

3

3

2

.

7

7

1

9

1

.

7

3

8

0

.

0

0

4

1

.

5

'

2

0

5

.0

0

5

2

6

.0

9

4

2

3

.9

5

6

0

5

.

1

9

4

2

9

.6

0

1

0

1

6

.4

6

4

8

6

.

4

2

2

6

9

.

4

9

2

1

6

.

9

3

7

7

7

.

9

9

3

0

8

.

2

3

1

3

5

.

3

9

1

4

6

.1

3

6

4

8

.6

4

2

9

4

.5

0

6

2

5

.4

0

3

2

0

.

8

9

2

6

3

.

4

8

5

0

.

7

0

3

4

1

.

2

4

2

4

1

.

1

1

6

7

.3

0

513.0

7

6

6

8

.

9

8

3

9

1

.

9

7

3

7

4

.

2

0

2

5

3

.1

1

4

8

5

.

0

4

5

1

.

0

4

1

8

2

.

2

0

3

4

2

.

7

1

0

.6

6

A

C

(S

)

1

7

7

.

7

0

1

1

9

.

3

1

1

2

2

.

4

2

2

6

8

A

C

.

2

2

0

.8

0

3

4

1

.0

0

1

8

7

.

2

9

2

1

8

.8

0

8

1

.9

2

3

4

1

.0

9

1

6

2

.

6

9

3

6

6

.

6

3

9

2

.

7

5

8

2

0

'(

S

)

6

.

5

4

1

0

0

.

6

8

8

0

.

7

6

2

2

5

'

1

5

0

'

1

8

0

'(

S

)

1

8

0

1

6

5

.

2

0

100'

3

8

2

.

8

1

1

5

8

.

2

9

3

3

'

9

8

.

8

2

6

1

5

.

2

1

3

0

0

.0

0

2

2

0

.0

0

3

0

0

.0

0

2

2

0

.0

0

3

2

0

.0

0

1

2

4

9

.2

1

6

7

2

.5

7

5

3

0

'

(

S

)

9

2

0

'(

S

)

2

5

'(

S

)

1

8

2

.

4

0

1

7

1

.

4

8

2

6

5

.

3

2

2

5

8

.

6

0

1212.23

3

3

'

5

9

3

'

4

6

9

'

3

1

0

.

2

0

2

4

4

.4

8

3

3.22 AC.

6

6

'

1

1

4

7

.

4

5

3

2

'

5

7

9

.0

3

5

6

5

.8

4

8

0

7

.

4

5

4

0

0

'

3

6

6

.

9

5

5

6

1

.

2

5

5

6

1

'

5

6

7

.

4

'

3

9

4

'

6

5

7

.

8

8

2

9

6

.

8

1

1

6

.

5

0

9

8

9

.5

2

5

8

0

.

6

5

5

4

7

.

6

5

2

4

6

.

0

0

3

5

0

.

0

0

1

4

6

.

3

6

2

2

0

.

0

3

9

7

2

.

1

8

3

2

0

.

7

6

1

5

.

8

4

6

0

3

.

8

1

8

1

3

.

1

9

3

5

9

.

7

9

9

2

6

.

6

4

6

3

0

.

5

7

5

1

7

.

4

8

1

0

3

2

1

0

8

7

.

6

0

CL

5

0

'

6

4

'

965330(S)

5

7

'

1

5

7

8

453'(S)

3

6

5

'

(

S

)

2

8

5

'

(

S

)

6

6

8

.

2

6

1

3

2

.

0

0

3

9

7

.

3

2

1

0

4

.2

83

5

6

.4

0

3

7

2

.3

2

6

6

0

(

S

)

1

8

7

0

(

S

)

1

9

4

1

.4

8

2230(S)

3

0

0

(S

)

1010(S

)

550(S)

2

8

0

(

S

)

470(S)

330.0

1170'(S)

47.91

259.23

273.44

2

6

1

.8

2

2

5

3

.3

7

184.62

184.54

110.04

1

2

0

0

(S

)

100'

222.84

200.00

1

8

6

.4

5

1

7

0

.4

2

258.02

2

7

3

.0

0

50'

1003.24

6

6

7

.2

6

4

9

4

.2

5

6

6

7

.3

6

6

6

7

.2

6

200.00

1

6

9

8

.5

(S

)

1

7

3

2

.5

0

1

4

3

5

.4

6

9

6

1

.2

3

C

L

1

8

8

0

'(

S

)

6

6

'

1052.40

529.6

8

529.5

4

8

4

0

.7

4

2

6

0

(

S

)

1

7

5

.

6

3

(

D

)

3

1

6

.

3

3

6

9

.

6

2

2

4

6

.

0

6

2

0

1

.6

7

3

0

8

.

2

0

176.06

5

2

.

1

4

8

5

.4

5

8

1

.

6

7

2

3

4

.

3

8

7

3

.

9

2

1

5

5

.

7

6

1

9

8

.

7

7

1

3

2

.

6

8

156.309

9

.3

8

688.5

7

1

7

5

0

.5

5

1

1

9

4

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5

1

8

2

2

.6

1

3

1

7

5

.9

2

1370.82

1370.88

7

9

0

(S

)

2

2

9

0

(

S

)

2

3

0

9

.3

8

8

2

0

(

S

)

400(S

)

4

6

0

(

S

)

550(S

)

100(S

)

1

7

0

(

S

)

1

7

0

(S

)

140(S

)

50

(S)

2

8

0

(

S

)

3

1

0

(

S

)

5

5

6

.2

0

5

5

7

(S

)

205.00

5

5

7

(S

)

4

9

1

.3

0

1

8

4

.9

4

1

7

0

.0

2

5

7

.0

0

2

5

7

.0

0

1

7

0

.8

9

5

0

2

3

0

(S

)

8

9

5

.1

2

5

0

9

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4

3

6

5

.7

1

5

0

9

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4

3

6

5

.7

1

5

4

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8

A

C

.

6

4

'

6

4

4

.7

8

7

5

0

(

S

)

6

1

.1

2

A

C

.(S

)

500(S

)

550(S

)

7

5

0

(

S

)

2

8

'

7

4.59 AC.

(S)

2

0

0

(S

)

250(S

)

2

4

0

(

S

)

2

3

6

0

(S

)

100(S

)

1

0

0

(

S

)

3

0

0

(

S

)

1

70(S

)

1

7

0

(

S

)

5

7

0

(

S

)

500(S

)

4

5

0

(

S

)

4

5

0

(

S

)

5

0

0

(

S

)

4

0

0

(

S

)

420(S

)

500(S

)

3

3

0

(

S

)

2

0

0

(

S

)

6

0

0

(

S

)

3

0

0

8

0

0

(

S

)

2

7

0

(

S

)

V

A

R

I

E

S

6

4

'

9

2

0

'(S

)

3

3

9

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7

'

1

2

6

'(

S

)

4

4

4

0

'(S

)

1

6

3

'

3

5

8

'

1

6

2

'

4

6

0

4

2

9

4

2

1

.

0

0

1

5

7

'

3

4

2

.8

2

6

7

.

0

0

1

7

0

(

S

)

12

3

2

.5

1

A

C

(S

)

8

1.16 AC.

4

9

0

(S

)

4

9

6

.0

0

310(S

)

328.70

900(S

)

126.10

68.30

3

2

0

(

S

)

3

4

3

.

9

8

2

1

5

.

5

9

7

1.16

AC.(S)

1

1

9

0.23 AC.

1

0

1

0

0

(

S

)

4

0

.

0

0

2

5

5

'

2

2

4

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SIGHT

EASEMENT

100' WIDE

CONSERVATION

EASEMENT

15' TREE

EASEMENT

(TYP.)

30'x100'

SIGHT EASEMENT

25' DRAINAGE

EASEMENT

25' DRAINAGE

EASEMENT

20' WIDE

DRAINAGE

ESSEM'T.

E

A

S

E

M

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N

T

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D

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

S

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3

9

.9

6

38.91

100.03

39.63

4

9

'

1

7

0

3

.9

8

1

6

7

7

.0

9

3

3

'

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

WILLIAM G. BERGH, P.L.S.DECEMBER 2008 GS23946

THIS TAX MAP SHEET IS A DIGITIZED

COPY OF THE MAP PREPARED BY

ROBERT MCELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND REVISED

THROUGH NOVEMBER 2002. THE

ORIGINAL APPROVED MAP IS IN THE

ENGINEER'S OFFICE.

WILLIAM G. BERGH, P.L.S.JANUARY 2010 GS23946

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010 GS23946

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

WILLIAM G. BERGH, P.L.S.DECEMBER 2011 GS23946

5

8

.8

0

'

2

1

0

.0

0

'

1

2

5

.7

0'

2

7

0

.0

0

'

470.5

2'

8

3

2

'

(

S

)

WILLIAM G. BERGH, P.L.S.DECEMBER 2012 GS23946

TO SHOW CONDITIONS AS OF DECEMBER 2012

WILLIAM G. BERGH, P.L.S.DECEMBER 2015 GS23946

2.00 AC.

EXCEPTION

CONSERVATION AND

AGRICULTURAL EASEMENT

EXEMPTED

STATE OF NEW JERSEY DEPT. OF

ENVIRONMENTAL PROTECTION

WILLIAM G. BERGH, P.L.S.JANUARY 2017 GS23946

AutoCAD SHX Text
N
Page 17: WILLIAM G. BERGH

38

0.27 AC.

(S)

37

0.61 AC.(S)

36

0.41 AC.

35

0.31 AC.(S)

34

0.23 A

C.

(S)

33

0.23 A

C.

(S)

32

0.22 A

C.

(S)

31

0.5

8 A

C.

(S)

30

0.34 AC.(S)

29

0.06 AC.(S)

40

0.67 AC.

122(S)

91.09

49.96

50'

100'

85.5

3

65.4

6(S

)

50'

50'

49.9

3

50'

5'

(S)

142

7

7

.

3

1

8.63

92.7

8

50'

270

1

0

.2

'

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

41

0.10 AC.(S)

0.08 AC.

232.24

229'

244'

278'

208.00

214.00

203

208

201'

200'

200'

198'

193.62

190.26

197'

83'(S

)

7

7

'

(

S

)

1

4

7

'

(

S

)

22'(S

)

50'

100'

35'

50'

100'

50'

50'

50'(S)

50.00

10

100'

45'

2

6

'

(

S

)

85.00

65.00

28

0.005 AC.

(S)

120'(S)

18'

(S)

50.00

39'

71'

69(S

)63(D

)

50.04

76(S

)69(D

)

50'

94'

113'

132'

5

2

'

5

3

'

170'

42

0.24 AC.(S)

43

0.28 AC.

27

1.10 AC.(S)

100.79

346.24

236.85

52.33

7

5

.0

0

7

5

.0

0

1

0

9

.

5

0

1

0

9

.

5

0

275.0

0

274.7

'

3

2

3

.

5

3

'

2

0

0

(

S

)

200'(S

)

1

2

7

.

2

5

1

2

7

.

2

5

185(S

)

176.38(D

)

235'

67.88'

65

211.3'22

3.23 AC.

26

1.02 A

C

.

23

0.61 A

C

.(S

)

24

0.75 A

C

.

25

1.58 AC.(S)

6

0

6

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0

21

3.83 AC

.

485(S

)

100'

323.39

30'

4

3

1

.5

'(

D

)

S H

E

E

T

12

F I

L E

D

M A

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E

R

V

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A V

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10

32A

0.01 A

C.

(P R

I V

A

T

E

)

F I L E

D

M A

P

20'

S H

E

E

T

12

PL

332'

3

7

5

'

77'(S)

D E

L A

W

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M A N U N K A C H U N K

B R

O

O

K

S

I D

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A V

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N

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(P

R

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A

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)

L

A

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G

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D

I

T

C

H

R.O.W. LINE

R.O

.W.

LINE

W

A

R

R

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N

C

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K

N

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W

L

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S

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P

52

N O T E

LOT NUMBERS SHOWN THUS: 21 REFER TO THOSE

SHOWN ON A FILED MAP ENTITLED IN PART "PLAN OF

LOTS AT MANUNKACHUNK, WARREN COUNTY, N.J. PROPERTY

OF HARRY SEARLES."

12.01

12.01

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=50' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A SCANNED

COPY OF THE MAP PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND

REVISED THROUGH NOVEMBER 2002.

THE ORIGINAL TRACINGS ARE FILED IN

THE TAX ASSESSOR'S OFFICE.

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

PL

PL

AutoCAD SHX Text
N
Page 18: WILLIAM G. BERGH

S

H

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1

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S H

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S H E E T 9

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1

0

SAREPTA

S H E E T 8

BUTTZVILLE

BRIDGEVILLE

13

13

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

3.0

1

1.01 AC

.

2

9

4

5

0

2

.

4

9

4

5

8

.

8

4

67.61

117.99

267

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2

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9

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(

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3

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0

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)

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9

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4

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1

0

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.

2

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.

24.0

2

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7

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8

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6

3

.

6

7

A

C

.

B

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8

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7

4

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.

7

6

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0

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.

(

S

)

1

9

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0

' R

/W

6

1

0

.

1

8

A

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.

6

.

0

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6

.

5

0

A

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.

5

5

0

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.

5

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0

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2

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8

9

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.

4

4

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0

5

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.

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S

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8

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.

2

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C.

3

1

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3

A

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.

N

O

R

T

H

B

R

I

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G

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I

L

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E

5

0

7

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4

1

4

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8

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7

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14.04

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.

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7

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1.7

8 A

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S

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A

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9

4

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.

1

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9

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7

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.

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2.09 AC.

1

4

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1

2

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6

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1

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4

1

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1

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.

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.

14.12

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.

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3

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. (S

)

5

.

9

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.

12.0

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0 A

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1

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2

.

3

3

A

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.

1

1

.

4

1

A

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.

1

1.8

9 A

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3 A

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3

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6

A

C

.

4.01

3.27 AC. (S)

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9

1

.

4

3

A

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.

2

1

.

0

3

A

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.

4.0

2

1.4

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4

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0

4

2

.

5

6

A

C

(

N

)

4.03

1.27 AC

.

(S)

1

7

1

.

0

2

A

C

.

1

8

0

.

3

5

A

C

(

S

)

20

0.94 AC. (S)

4.05

1.08 AC.

3

0.66

AC.

5

9

.

8

0

A

C

(

D

)

3

2

5

.

7

5

A

C

.

2

7

3

.

3

3

A

C

.

7

1

0

.

5

0

A

C

.

(

D

)

6

0.5

0 A

C. (

D)

0.4

3 A

C. (S

)

M

O

U

N

T

A

I

N

L

A

K

E

R

O

A

D

8

2

.

3

6

A

C

.

(

S

)

9

.

0

1

1

.

6

7

A

C

.

9

1

.

5

5

A

C

.

1

0

0

.

9

7

A

C

.

R

O

A

D

P

O

N

D

G

R

E

E

N

6

35.74 AC

. (S)

5

5.19 AC

.± (S)

R

U

T

H

E

R

F

O

R

D

D

R

I

V

E

4

1

.

3

6

A

C

.

1

6

7

.

0

8

A

C

.

1

6

.

0

1

2

.

1

0

A

C

.26

3.9

0 A

C.

31

3.9

6 A

C.

22

4.8

4 A

C.

1

4

0

.0

4

A

C

. (

S

)

7

1

.

8

0

A

C

.

3

0

3

.8

4

A

C

.

2

1

3

.1

9

A

C

.

2

4

3

.2

1

A

C

.

2

5

3

.1

6

A

C

.

2

9

2

.4

3

A

C

.

2

8

4

.6

5

A

C

.

12

2.33 A

C.

23

1.00 A

C

34

2.22 A

C.

13

0.86 A

C.

3

6

1

.6

5

A

C

.

3

7

1

.9

9

A

C

.

3

3

2

.1

9

A

C

.

3

5

1

.3

8

A

C

.

9

R

O

A

D

B

E

E

C

H

W

O

O

D

8

47.18 AC.

11

18.0

0 A

C.

OLD

BUTTZVILLE

ROAD

6

0

0

(S

)

450 (S

)

9

53.22 AC. (S)

B

L

O

C

K

1

3

4

1

.

3

0

2530' (S

)

7

6

6

.1

7

L

IM

IT

R

O

A

D

T

I

T

M

A

N

9

9

185.75'

2

2

5

'

(

S

)2

0

0

.

0

1

2

2

6

.

5

7

2

1

0

'

(

S

)

1

0

5

2

.

1

3

1

2.34 AC.

830' (S

)

283.72

6

3

8

.

7

1

6

7

0

'

(

S

)

B

L

O

C

K

L

I

M

I

T

1

1

.

5

7

A

C

.

WHITE TOWNSHIP

EXEMPTED

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL.

PROTECTION - EXEMPTED

ST

AT

E O

F N

EW

JE

RS

EY

DE

PT

. OF

EN

VIR

ON

ME

NT

AL.

PR

OT

EC

TIO

N -

EX

EM

PT

ED

STATE OF N

EW JERSEY

DEPT. OF E

NVIRONMENTAL.

PROTECTION - E

XEMPTED

2

5

' D

R

A

IN

A

G

E

&

U

T

IL

IT

Y

E

A

S

E

M

E

N

T

TEMP. CUL-

DE-SAC

25' DRAINAGE &

UTILITY EASEMENT

SIGHT

EASEMENT

10' TREE

EASEMENT

1

3

.2

0

' R

/W

3

3

0

.6

0

1

6

1

'

3

2

'

9

2

.

6

6

A

C

.

(

S

)

40' DRAINAGE

EASEMENT

5

0

'

A

C

C

E

S

S

E

A

S

E

M

E

N

T

B

E

A

V

E

R

B

R

O

O

K

B

R

O

O

K

B

E

A

V

E

R

4

8

.0

'

32'

3

2

'

4

0

.

2

'

2

4

'

2

4

'

5

5

'

3

0

'

3

2

'

64'

3

2

'

1

8

0

'

(

S

)

1

5

5

(S

)

150(S

)

270(S

)

PL

PL

P

L

C

L

C

L

C

L

1

4

4

.

4

4

1

0

9

5

'

(

S

)

3

7

7

.

9

3

1

1

4

.

2

3

8

5

(

S

)

4

8

4

.6

4

133.20

4

8

'

R

.

O

.

W

.

5

1

2

.7

3

2

0

0

(S

)

2

1

0

(S

)

3

0

'(S

)

10

1.01 AC. (S)

5

2

2

.4

74

2

.1

1

1

9

4

.8

4

154.07

257.53

82.85

314.1

5

129 (S)

5

5

'

509.63

12' P

RIV

AT

E

AC

CE

SS

EA

SE

ME

NT

8.01

4.08

AC.

(S)

350 (S)

336.18

1

1

2

.1

2

A

C

.

12

0.43 AC. (S)

C

L

C

L

2

4

3

.

5

6

'

6

6

'

125'

8

2

1

.3

0

'

8

6

.

2

5

'

4

323.39'

398.62'

1

4

6

.

0

9

'

1

4

6

.

7

0

'

7

5

.

2

0

'

149.65

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

JOHN J. HANLON, P.L.S.MARCH 2005 37589

380.79'

THIS TAX MAP SHEET IS A DIGITIZED

COPY OF THE MAP PREPARED BY

ROBERT MCELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND REVISED

THROUGH NOVEMBER 2002. THE

ORIGINAL APPROVED MAP IS ON FILE IN

THE ENGINEER'S OFFICE.

0.34 AC.

WILLIAM G. BERGH, P.L.S.DECEMBER 2008 GS23946

WILLIAM G. BERGH, P.L.S.JANUARY 2010 GS23946

6

6

8

.4

1

'

3

3

2

.3

6

'

3

7

9

.5

7

'

2

2

8

.4

4

'

2

2

1

.0

7

'

3

5

9

.

0

8

'

7

1

7

.

6

1

'

25'

DRIVEWAY

EASEMENT

1

6

9

.2

0

'

200.60'

1

2

8

.

3

9

'

222.34'

2

4

7

.

5

9

'

4

1

4

.

0

3

'

1

7

2

8

.

2

3

'

2

5

2

.

7

6

'

7

9

8

.

1

0

'

1

1

7

4

.7

6

'

4

2

7

.2

0

'

3

0

8

.

4

0

'

270.00'

3

4

.

3

7

'

1

4

5

.4

1

'

200.0

0'

1

5

0

.0

0

'

2

2

3

.6

6

'

6

0

.

6

3

'

53.74'

196.59'

2

9

6

.

1

0

'

2

6

4

.6

5

'

20' ROW

EASEMENT

28.30'

1

5

0

'(S

)

9

5

.

0

'

2.07 AC.

(S)

17

1.56 AC.

VARIABLE WIDTH

ACCESS EASEMENT

20' UTILITY

EASEMENT

3.03

2.86 AC

50'

290.0

2'

3

7

9

.7

8

'

3

5

7

.

5

4

'

2

3

8

.7

8

'

314.82'

290.0

2'

508.92'

8

2

0

.8

6

'

4

6

4

.

0

6

'

5

5

'(S

)

1

7

8

'(

S

)

1

2

3

'(

S

)

2

5

5

'(

S

)

1

0

8

'(

S

)

2

7

0

'(

S

)

4

4

5

.

5

2

'

5

9

1

'

(

S

)

605.4

7'

1

3

9

.

2

6

'

3

5

.

8

7

'

3

2

0

.

0

0

'

200.0

0'

1

5

0

.0

0

'

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010 GS23946

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

WILLIAM G. BERGH, P.L.S.DECEMBER 2011 GS23946

C

O

N

S

E

R

V

A

T

I

O

N

E

A

S

E

M

E

N

T

C

O

N

S

E

R

V

A

T

I

O

N

E

A

S

E

M

E

N

T

TO SHOW CONDITIONS AS OF DECEMBER 2011

WILLIAM G. BERGH, P.L.S.DECEMBER 2015 GS23946

STATE OF NEW JERSEY

EXEMPTED

AutoCAD SHX Text
N
Page 19: WILLIAM G. BERGH

K

N

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W

N

S

H

IP

W

A

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R

E

N

C

O

U

N

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Y

HOPE TOWNSHIP

WARREN COUNTY

S

H

E

E

T

1

2

S H E E T 13

SAREPTA

WARREN COUNTY

M

O

U

N

T

A

IN

W

A

R

R

E

N

C

O

U

N

T

Y

L

IB

E

R

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N

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IP

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14

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

22

3

5

3

0

(S

)

149.22 AC.

4

5

0

(S

)

8

0

9

.

9

3

T

7

6

0

(

S

)

6

3

5

(S

)

23

4.06 AC.(S)

5

0

(S

)

570(S)

6

0

'(

S

)

24

0.02 AC.(S)

1

0

0

'

(

S

)

1

3

0

'(S

)

2

6

0

(S

)

7

3

7

.

2

2

3

4

0

(

S

)

1

5

4

2

.

3

5

6

9

3

.

0

4

4

6

.

1

6

5

3

3

.

2

8

1

44.35 AC.

25

2.09 AC.

5

6

0

(

S

)

27

0.15 AC.

1

0

0

0

(S

)

2

7

7

.

8

6

5

8

7

.

4

1

8

0

.

0

(

S

)

2

8

5

(

S

)

2

8

5

(

S

)

2

8

5

(

S

)

2

8

4

(

S

)

26

1.00

2

0.90 AC.

AC.

1

5

0

'

1

3

4

.

5

0

'

3

4

5

'

(

S

)

4

5

0

.

0

6

(

S

)

3

43.56 AC.

524.79

1

2

4

.

7

4

3

2

8

.

0

2

4

7

5

.2

0

5

1

4

.

1

4

6

3

8

.

8

8

163.02

1

8

4

.

8

1

6

1

.

0

4

9

8

5

.

3

8

9

1

0

.

9

9

1

1

1

3

.

8

5

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1

1

1

4

.

4

3

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)

4

33.90 AC.

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S

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2.07 AC.(G)

1.84 AC.(N)5

5

7

.

9

4

4

0

6

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S

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4

4

1

.

8

2

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7

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3

9

3

.

9

7

4.03

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2

7

.

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4

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1.74 AC.(G)

1.58 AC.(N)

4.02

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5

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2

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.

3

3

2

0

0

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7

8

.

0

0

5

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5

.

0

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0

7

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5

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.

2

1

1

1

0

5

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4

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3

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7

2

4

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7

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5

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1

3

3

8

.

8

6

(

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6

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A

V

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R

B

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K

19

49.13 AC.

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3

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4

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4

8

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9

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.

7

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0.46 AC.(S)

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22.53 AC.

67

17

96.31 AC.

2

2

.

9

4

16

40.28 AC.

4

7

8

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3

'

17.01

3.76 AC.

17.02

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UPPER SAREPTA

ROAD

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

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68.01

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660(S

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68

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1550(S)

2240(S)

635.06

0.86 AC.(S)

0.86 AC.(S)

0.85 AC.(S)

0.58 AC.(S)

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1500(S)

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633.60

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78

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81

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69

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5

1

6

0

(

S

)

696'

2

5

1

.

9

7

A

C

.

M O

U

N

T

A

I N

L

A

K

E

R

O

A

D

G

R

E

E

N

P

O

N

D

R

O

A

D

109.89

1

2

7

.3

3

66'

(

S

)

1

6

5

'

3

2

'

STATE OF NEW JERSEY JENNY JUMP STATE

FOREST EXEMPTED

STATE OF NEW JERSEY DEPT. OF

ENVIRONMENTAL PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

S

T

A

T

E

O

F

N

E

W

J

E

R

S

E

Y

D

E

P

T

.

O

F

E

N

V

I

R

O

N

M

E

N

T

A

L

P

R

O

T

E

C

T

I

O

N

-

E

X

E

M

P

T

E

D

WHITE

TOWNSHIP

EXEMPTED

S

T

A

T

E

O

F

N

E

W

J

E

R

S

E

Y

D

E

P

T

.

O

F

E

N

V

I

R

O

N

M

E

N

T

A

L

P

R

O

T

E

C

T

I

O

N

-

J

E

N

N

Y

J

U

M

P

S

T

A

T

E

F

O

R

E

S

T

-

E

X

E

M

P

T

E

D

S

T

A

T

E

O

F

N

E

W

J

E

R

S

E

Y

D

E

P

T

.

O

F

E

N

V

I

R

O

N

M

E

N

T

A

L

P

R

O

T

E

C

T

I

O

N

-

E

X

E

M

P

T

E

D

STATE OF NEW JERSEY DEPT. OF

ENVIRONMENTAL PROTECTION-JENNY JUMP

STATE FOREST-EXEMPTED

STATE OF NEW JERSEY DEPT. OF

ENVIRONMENTAL PROTECTION-EXEMPTED

WHITE

TOWNSHIP

EXEMPTED

6

6

'

7

2

6

0

.

0

7

'

2

7

4

.

1

3

'

5

6

6

.

0

1

'

7

4

.4

4

'

3

5

6

.

8

4

'

1

2

.7

9

'

1

7

9

.6

1

'

1

8

1

.6

9

'

1

8

3

.9

9

'

2

0

4

.1

8

'

3

7

0

.

0

0

'

1

8

0

.2

3

'

3

6

5

.

6

8

'

3

6

1

.

2

8

'

1

8

4

.6

9

'

1

8

2

.4

6

'

6

2

1

.8

2

'

3

9

5

.

8

2

'

6

2

.

0

2

1

.

5

0

A

C

.

6

2

.

0

3

1

.

5

0

A

C

.

6

2

.

0

4

1

.

5

0

A

C

.

30'x75' DRIVEWAY

EASEMENTS

30'x50' DRIVEWAY

EASEMENT

SIGHT TRIANGLE

EASEMENT

30'x100'

DRIVEWAY

EASEMENTS

W.L.A.

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

JOHN J. HANLON, P.L.S.APRIL 2005 37589

SIGHT

EASEMENT

WILLIAM G. BERGH, P.L.S.DECEMBER 2008 GS23946

THIS TAX MAP SHEET IS A DIGITIZED

COPY OF THE MAP PREPARED BY

ROBERT MCELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND REVISED

THROUGH NOVEMBER 2002. THE

ORIGINAL APPROVED MAP IS ON FILE IN

THE ENGINEER'S OFFICE.

16.02

4.36 AC.

3

7

1

.

3

4

'

5

0

8

.

8

7

'

2

3

8

.

9

6

'

1

8

3

.

4

9

'

4

3

0

.

4

5

'

16.01

3.00 AC.

1

5

2

7

.

7

0

'

1

6

7

.

9

3

'

3

4

9

.

7

3

'

1

8

0

.

2

8

'

3

4

4

.

0

1

'

3

8

0

.

9

1

'

5

3

.

1

2

'

3

0

0

.

8

8

'

1

0

6

.

1

3

'

2

6

2

.

7

6

'

2

1

5

.

4

9

'

6

9

.

9

9

'

3

4

4

.

0

0

'3

7

9

.

2

1

'

3

0

0

.

4

5

'

30'x100' SIGHT

EASEMENT

12' DRAINAGE

EASEMENT

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010 GS23946

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

WILLIAM G. BERGH, P.L.S.DECEMBER 2011 GS23946

3

0

0

.

8

8

'

1

8

6

.

1

2

'

204.87' 1

4

1

.

9

6

'

8

0

.

8

2

'

4

0

0

.

0

5

'

5

0

0

'

(

S

)

5

4

0

.

2

4

'

4

0

0

'

(

S

)

TO SHOW CONDITIONS AS OF DECEMBER 2011

WILLIAM G. BERGH, P.L.S.DECEMBER 2015 GS23946

1

5

2

0

.

7

3

'

4

7

1

.5

6

'

1

,

1

7

3

.

6

9

'

4

5

3

.

2

6

'

2

5

0

.

6

5

'

1

,

1

0

4

.

1

5

'

2

4

6

.

5

9

'

1

4

5

.6

7

'

4

6

0

.

0

4

'

7

3

5

.1

3

'

5

2

3

.

8

1

'

20

0.50 AC.(S)

2

7

9

'(

S

)

8

3

0

.7

1

'

1

5

6

4

.

1

9

'

725.41'

1

6

1

.8

8

'

VARIABLE WIDTH

ACCESS EASEMENT

7

0

7

.

3

4

'

2

1

5

.

2

8

'

1

,3

2

1

.7

8

'

5

0

1

.

4

4

'

6

2

2

.1

5

'

3

0

3

.

3

4

'

4

4

7

.

9

0

'

3

9

7

.

4

6

'

8

4

9

.1

3

'

3

1

9

.

1

6

'

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY

DEPT. OF ENVIRONMENTAL

PROTECTION-EXEMPTED

WILLIAM G. BERGH, P.L.S.NOVEMBER 2017 GS23946

AutoCAD SHX Text
N
Page 20: WILLIAM G. BERGH

22

2.0

3 A

C.

9

0.4

4 A

C.

8

0.4

6 A

C.(S

)

7

0.51 AC

.

5

0.3

4 A

C.(S

)

4

0.3

4 A

C.(S

)

3

0.3

4 A

C.(S

)

2

0.5

2 A

C.(S

)

1

0.1

8

AC

.(S)

14

6.9

0 A

C.

21

5.00 A

C

.(D

)

11

0.39 AC.(S)

12

0.29 AC.(S)

13

0.34 AC.

10

0.40 AC.(S)

1

1

2

0

(S

)

6

2

1

.3

1

539.48

248.88

4

3

6

'

205'(D

)

90'

205'(D

)

4

3

6

'

200'

200'

230'

105.04

100'

92.95

200'

248.33'150'

150'

87.68'

100'

200' 239.85'

150'

100'115'

135'

2

3

7

'(

D

)

500'

100'150'

150'

1

0

0

'(D

)

100'

100'

107'

106.83

150'

150'

150'

200'

200'57'(S)

57'(S)

100'

100'

100'

100'

100'

S

H

E

E

T

1

4

S H E E T 15

WA

RR

EN

C

OU

NT

Y

LIB

ER

TY

T

OW

NS

HIP

WHITE TOWNSHIP

EXEMPTED

24

.8

0

478.02

25'

R

O

C

K

'N

WOODROAD

ROADLAKEMOUNTAIN

33.41

PEACE TRAIL

(PRIVATE)

(PRIVATE)

WHITE TOWNSHIP

EXEMPTED

68

14.01

14.01

33'

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=100' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A SCANNED

COPY OF THE MAP PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND

REVISED THROUGH NOVEMBER 2002.

THE ORIGINAL TRACINGS ARE FILED IN

THE TAX ASSESSOR'S OFFICE.

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

AutoCAD SHX Text
N
Page 21: WILLIAM G. BERGH

SH

EE

T 14

SHEET 15

SH

EE

T 1

4SHEET 14

14.02

14.02

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

H. CLAY MC ELDOWNEY, P.E., L.S. 20891

SCALE 1"=100' OCT. 7, 1982

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A SCANNED

COPY OF THE MAP PREPARED BY

H. CLAY MC ELDOWNEY, P.E., L.S.,

DATED OCTOBER 1982 AND

REVISED THROUGH NOVEMBER 2002.

THE ORIGINAL TRACINGS ARE FILED IN

THE TAX ASSESSOR'S OFFICE.

36

1.50 AC.

37

1.55 AC.

38

1.55 AC.

39

1.55 AC.

40

1.55 AC.

41

1.55 AC.

42

1.62 AC.

43

1.70 AC.

44

1.66 AC.

45

1.54 AC.

46

1.51 AC.

47

1.49 AC.

48

1.48 AC.

49

1.26 AC.

32

1.21 AC.

33

1.00 AC.

34

1.01 AC.

35

1.10 AC.

31

1.04 AC.

23

1.00 AC.

15

1.05 AC.

6

1.01 AC.

24

1.06 AC.

25

1.21 AC.

26

1.00 AC.

27

1.07 AC.

28

1.14 AC.

29

1.30 AC.(D)

30

1.18 AC.

22

1.21 AC.

21

1.16 AC.

20

1.20 AC.

19

1.22 AC.

18

1.14 AC.

17

1.00 AC.

16

1.14 AC.

7

1.24 AC.(D)

8

1.05 AC.

9

1.09 AC.

10

1.17 AC.

11

1.10 AC.

12

1.30 AC.

13

1.08 AC.

14

1.00 AC.

5

1.23 AC.

4

1.38 AC.

3

1.20 AC.

2

1.53 AC.

1

2.56 AC.

150(S)

150(S)

150.00

150.00

150(S)

150(S)

150(S)

150(S)

150(S)

150(S)

150(S)

150(S)

150.00

499.11'

450.00'

450.00'

450.00'

450.00'

450.00'

450.00'

450.07

481.18

509.28'

461.97'

440.98'

430.71'

429.53'

429.53'

3

7

6

.7

9

91.53'

177.36 (TOT.)

150.00'

150.00'

150.00'

150.00'

150.00'

1

5

4

.0

8

'

1

7

0

.

7

5

(

T

O

T

.

)

1

5

8

.2

4

'

151.4

9'

150.38'

150.02'

150.00'

1

3

8

.

7

8

6

1

.1

0

253.11

(TOT.)

200.00'

150.00'

150.00'

150.00'

172.0

2'

4

0

6

.

5

9

'

1

4

6

.

2

7

'

247.02'

301.11'

272.76'

175(S)

2

8

1

.

3

8

'

230.5

2

308.54'

1

4

7

.4

9

'

1

5

1

.

3

8

'

1

8

7

.

9

5

'

2

1

4

.

2

4

'

151.50'

1

8

9

.

9

6

1

4

8

.

1

2

'

149.41'

1

6

0

.

2

7

'

1

5

0

.

0

0

'

1

5

5

.3

9

'

175.3

0'

2

6

7

.9

1

2

4

3

.8

7

'

238.50'

183.42

158.70'

162.72'

338.5

0'

200.30'

200.0

0'

228.2

1' (T

OT

.)

247.12

200(S)

200(S)

236.60

302.91'

275.00'

150.46

160(S

)

275.0

0'

2

7

4

.

2

4

'

95.77

211.50'

2

3

8

.

0

7

'

1

9

3

.

4

0

'

6

0

0

(

S

)

1

7

0

(

S

)

6

5

(

S

)

3

4

0

(

S

)

P

L

3

0

0

.

0

0

'

2

0

5

.

0

0

'

2

2

8

.

3

8

'

2

6

2

.

3

8

'

2

6

9

.

3

8

(

S

)

3

1

1

.

6

3

'

3

2

5

.

3

9

'

230'±

2

8

9

.

0

0

3

2

3

.

6

9

'

3

1

9

.

5

1

3

1

9

.

5

1

'

1

5

0

.

5

9

'

1

5

0

(

S

)

(

S

)

4

0

.

5

5

(S

)

2

1

5

.

0

0

2

5

0

±

167.69'

2

7

0

(

S

)

150.2

0'

110'±

110.00±

2.01

1.87 AC.

P

L

1

5

0

.

1

1

250.00'

279.56'

301.24'

322.91

344.59'

315.00'

264.25'

342.89'

342.89

364.25'

2

9

7

.

1

1

'

2

4

8

.

5

0

'

248.46'

1

5

5

(

S

)

201.9

5

2

0

7

.0

3

1

5

1

.5

6

1

5

1

.5

6

1

5

5

169.27

234.33

D

R

A

I

N

G

E

E

A

S

E

M

E

N

T

BLO

CK

LIM

IT

539.90'

E

A

S

E

M

E

N

T

D

R

A

I

N

A

G

E

1

6

0

(

S

)

BLO

CK

LIM

IT

7

7

.

2

8

'

47.5'

1

1

.2

'

DR

AIN

AG

E E

AS

EM

EN

T

D

R

A

IN

A

G

E

E

A

S

E

M

E

N

T

211.40'

219.77'

218.53'

279.08'

20' D

RA

IN

AG

E E

AS

EM

EN

T

B

L

O

C

K

L

IM

IT

BLO

CK

LIMIT

SO

ME

RS

ET

DR

IVE

C

E

N

TE

R

F

O

R

H

U

M

A

N

IS

TIC

C

H

A

N

G

E

O

F N

E

W

JE

R

S

E

Y

EX

EM

PT

ED

D

R

A

I

N

A

G

E

E

A

S

E

M

E

N

T

W

I

N

D

I

N

G

W

A

Y

SO

ME

RS

ET

D

R

I

V

E

M

O

U

N

T

A

IN

L

A

K

E

R

O

A

D

T

O

M

O

U

N

T

A

I

N

L

A

K

E

TO RTE. 519

3

3

8

.1

6

'

2

2

.

4

1

5

0

'

50'

20'

2

0

'

50'

5

0

'

79.0

1

79

79.02

79.03

DO

GW

OO

D

TE

RR

AC

E

BLO

CK

LIM

IT

BLO

CK

LIMIT

POND

3

2

2

.4

9

'

2

0

'

20'

2

5

'

41.5'

20'

NAME

REVISIONS

DATENO.

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

AutoCAD SHX Text
N
Page 22: WILLIAM G. BERGH

S

H

E

E

T

1

4

S

H

E

E

T

1

4

.

1

L

I

B

E

R

T

Y

T

O

W

N

S

H

I

P

W

A

R

R

E

N

C

O

U

N

T

Y

S H E E T 8

S H E E T 16

S

H

E

E

T

1

6

BUTTZVILLE

S

H

E

E

T

1

3

15

15

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A DIGITIZED

COPY OF THE TAX MAP ORIGINALLY

PREPARED BY ROBERT MC ELDOWNEY

JR., P.E., L.S., DATED DECEMBER 1969

AND REVISED THROUGH NOVEMBER

2002. THE ORIGINAL TRACINGS ARE

FILED IN THE TAX ASSESSOR'S OFFICE.

M

O

U

N

T

A

I

N

L

A

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R

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A

D

1

74.53 AC.

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4

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6

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4

6

5

.

5

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6

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3

.

9

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.

4

2

4

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9

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)

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5

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.

3

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5

3

3

63.91 AC.

4

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5

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C.

1

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)

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0

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)

22

74.78 AC.

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5

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3

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2

2

2

7

9

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4

6

2

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5

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3

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32

1.04 AC.

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0

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(

S

)

30

1.40 AC.

1

1

6

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3

0

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)

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3

1

.

0

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2

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1

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226.9

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2

3

7

.

1

2

'

7

2.91 AC.

88.22

298.4

0'

442.86'

4

4

0

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9

'

295.8

8'

8

1

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5

A

C

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)

1

0

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)

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7

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S

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S

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)

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5

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3

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555

5

6

0

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)

554

1

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3

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32'

48.4'

G

R

E

E

N

P

O

N

D

1

7

5

(S

)

1

7

5

450(S)

450( S)

577.02

582.33

582.30

1

9

0

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9

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11

2.01 AC.

10.04

2.50 AC.

10.03

2.96 AC.

2

0

0

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24'

177.8

0

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2

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200.71

1

9

2

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(S

)

12

0.9

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C

.(S

)

0.66 AC.

316.28

200'

13

2

0

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1

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)

14

115.41

1

0

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2

9

220.96

(D

)

16

9.68 AC.

1

1

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6

1185.27

264.0

7

9

5

'

102'

15

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2

3

7

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0

451.15'

451.36

359.58'

17.01

12.83 AC.

717.79'

453.25

18

1.71 AC.

124.98

218.22(D)

535(S)

413.46

7

0

.

6

7

1

6

5

825.48

100(S

) 1

5

0

(

S

)

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(

S

)

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7

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C.

4

2

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0

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56.68 AC.(S)

3

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325.00

614.80

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8

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(

S

)

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1.45 AC.

1

5

0

.

0

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1

5

0

2

4

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9

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0

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8

1

1

3.86 AC.

(S)

5

8

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(

S

)

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100

(S

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)

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15

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6

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5

3

9

.

5

6

(

S

)

4

0

5

.

9

6

138.60

216.57

0.63 AC.

(S)

125'

217'

222'

5

1

2

7

'

1

5

3

'

1

9

5

'

130'

151.1

8

151.81

150.0

0 150'

880(S

)

820(S

)

780(S

)

704.77

685.92

677.06

675.45

676.33

676.67

676.56

270(S)

660(S)

190(S) 120 150.0 150.00 150(S) 150.0

(S)

653.28

7

3.06 AC.

8

2.12

16

2.39

17

2.30

18

2.33

19

2.30

AC.

AC.

AC.

AC.

AC.

250.00

20

216.57

21

125'

1

2

6

'

5

7

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8

33

1.09

AC.

1

6

6

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1

'

300(S

)

1

4

9

.

9

2

'

9.01

1.11 AC.

130(S)

9.02

1.27 AC.

130

9.03

1.22 AC.

130.00

9.04

1.24 AC.

145.83

9.05

1.09 A

C.

145.83

302.58

347.92

416

374

416.35

C

L

392.27.

C

L

9

9.72 AC.

1

4

1

4

9

'

153.29(S

)

870(S)

1395.66

70

10.10

20.95 AC.

1396.74

125

288.70

204.25

4

5

0

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0

1

5

0

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0

1

5

0

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0

1

5

0

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0

289.70

345.87

345.87

1

7

2

.

4

6

29

1.17

AC.

1

5

0

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0

1

5

0

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0

28

1.17

AC.

345.87

24'

571.01'

POND

BEECHWOOD

34

2.88 AC.

1

5

0

.0

1

5

0

.0

2

4

'

50.88

35.01

5.70 AC.

2

4

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3

1

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3

2

4

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4

2

4

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5

2

4

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7

1

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1

A

C

.

2

4

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8

1

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6

A

C

.

1

9

3

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2

A

C

.

(

N

)

330.72

1

6

2

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9

1

9

3

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3

1

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3

A

C

.

(N

)

1

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1

A

C

.

(

N

)

3

2

6

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5

3

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5

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3

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5

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0

1

6

0

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4

1

7

5

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5

0

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0

3

2

5

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0

3

2

5

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0

1

7

5

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0

1

4

4

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0

2

7

9

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2

(

N

)

2

4

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3

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1

7

D

R

A

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(N

)

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7

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4

1

23

2.21 AC.

3

7

3

.

5

1

5

9

0

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5

3

51.52'

1

5

0

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20

2.75

AC.

1

5

0

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0

670.04(S

)

768.56(S

)

17.40

164.14

128.18

328.40

200.22

164.14

10.02

4.18 AC.(S)

340.93

759.51(S

)

574.45(S

)

30.00

287.70'

10.13

1.84 AC.

10.19

3.00 AC.

200.22

479.51'

2

9

0

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0

'

323.86

1

5

0

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1

5

0

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1

0

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3

1

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A

C

.

300(S

)

1

5

0

(

S

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4

1

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9

A

C

.

(S

)

297.68(S

)

1

5

0

(

S

)

1

5

0

10.0

5

1

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9

A

C

.

1

5

0

(

S

)

297.45

10.0

5

1

5

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2

4

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A

C

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1

5

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1

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7

304

1

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1

A

C

.

1

5

0

(S

)

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(S

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8

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A

C

.

1

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1

1

8

2

2

4

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2

8

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1

0

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1

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0

A

C

.

7

0

(S

)

277.00

D

E

T

E

N

T

I

O

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A

R

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3

1

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A

S

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3.42 AC.

10

250.00

210.00

1

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7

10.11

1.73 AC.

2

0

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3

5

2

0

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5

7

3

3

1

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2

1

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7

8

A

C

.

1

0

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1

2

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7

0

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7

7

40.00

2

9

2

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4

R

O

C

K

W

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R

O

A

D

155.65

53.00

156.41

3

5

'

D

R

A

I

N

E

A

S

E

M

E

N

T

354.38

6

6

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197.7

0

247.6

4

10.14

3.14 AC.

2

1

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447.49

3

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9

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9

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8

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1

5

3.10 AC.

5

0

8

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6

50'

1

3

8

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5

3

1

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6

2

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8

A

C

.

4

8

4

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6

6

308.02

7

8

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0

10.17

1.6

1 A

C.

3

8

4

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3

153.38

242.00

168.55

512.15

49'

243.00

10.18

1.6

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C.

346.0

1

3

4

1

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8

14

6.95 AC.

7

6

1

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9

484.5

1

5

3

0

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3.5

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C.

151.93

4

7

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(

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)

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(G)

2

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1

5

1

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3

2

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9

V

A

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S

3

9

7

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0

228.3

8

239.26

(S)

3

1

5

.

5

(

S

)

229.6(S

)

220(S

)

13.01

2.32 AC.

540.61(D

)

2

7

9

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8

7

6

(

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)

470(S

)

1

7

0

(

S

)

12.01

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AC(S)

3

9

7

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0

2

7

8

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4

(

S

)

1

3

8

.

7

2

4

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4

1

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'

13

2.58 AC.

7.01

2.33 AC.

4

0

6

(

S

)

173.4(D

)

5

5

4

(

S

)

(S)

3

5

6

(

S

)

1

6

0

(

S

)

3

8

0

(S

)

5

8

7

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1

5

3.19 AC.(S)

17.4

475(S)

469.7

DRAINAGE

EASEMENT

2

5

4

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2

24'

2

4

'

1.49

AC.

2

0

7

.

8

1

6

5

.

5

6

1

0

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3

6

4

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7

1

246.07

H

I

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(S)

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5

(

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4

4

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AC.

3

7

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2

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3.21

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1

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9

5

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5

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3

1

D

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1.02 AC.

3.12

1

9

6

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3

4

199.50

1.64 AC.

3.13

257.93

4

1

6

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5

7

194.89

30' 1.02

3.11

AC.

304.61

203.07

49'

3

2

5

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0

9

5

2

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4

0

BR

IAN

WAY

4.01

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4

1.00 AC.

2

0

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0

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)

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7

2

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5

208.36(S

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5

3

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0

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1

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3

8

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400(S

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1

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C

.

4

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1

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5

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1.84

AC.

125.8

6

1

8

1

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3

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2

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6

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D

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84.30

D

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24.10 AC.(N)

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)

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)

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7

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3

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3

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)

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2

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)

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.

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.

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.

1

1

9

6

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8

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6

6

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5

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2

1

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0

3

5

(

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)

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.

7

9

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2

4

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9

5

3

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)

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2

0

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S

)

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.

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0

A

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.

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4

6

9

'

6

.

5

4

A

C

.

2

.

0

1

8

2

0

(

S

)

2

1

5

3

.

6

2

56.25 AC.

3

H

I

G

H

B

L

O

C

K

M

O

U

N

T

A

I

N

T

A

M

A

R

A

C

K

R

O

A

D

3.18

8

5

3

.

9

2

2.55

AC.

710.36

243.5

8

9

2

.

9

4

525.25

260.0

9

9

.8

8

3.19

3.79 AC.

3

4

3

.6

3

4

4

6

.

7

4

1

6

7

.

8

6

3.17

1.20 AC.

342.5

6

3

4

1

.

1

4

232.79

20.50

3

0

.

8

1

1

5

8

.

2

5

4

9

'

178.52

3.16

1

4

0

.

2

8

1

3

2

.

6

7

3.15

1.22 AC.

282.20

1

3

1

.

4

0

C

H

R

IS

T

IE

C

T

3.20

1.19 AC.

223.16

209.77

5

4

.

4

0

9

0

9

.

6

6

9

1

4

.

8

5

15

40.79 AC.

45.73 AC.(S) AC.

1

1

4

5

.

1

9

2

0

1

1

.

2

8

307.00

100.25

143.82

46.65

89.65

8

19.42 AC.

1

4

9

.

8

1

69.71

90.47

POND

7

2

.

8

0

3

3

0

.2

2

266.35

1214.65

805(S

)

1450(S

)

67.88 AC.(S)

9

71

F

R

E

E

UN

ION

RO

AD

1

9

6

.1

8

5

4

8

.7

8

1092.05

22.76 AC.(S)

17

170.44

6

6

0

.9

5

6

6

0

.9

6

3

3

'

4

3

3

.3

3

2.63 AC.

17.01

4

4

9

.7

1

C

L4

2

4

.2

8

360.54

1

9

4

.9

7

206.80(S

)

1

2

6

.5

7

2

5

2

.0

1

4

9

'

7

4

.5

(S

)

38.24

1

3

2

.0

0

2

9

0

.4

0

1.55 AC.

14

2

9

0

.3

7

1

7

6

.0

7

1

1

9

.8

9

1

5

0

34

2

1

0

2.38 AC.

13

3

9

7

.8

0

3

0

7

.1

7

'

7

2

1

'

(

S

)

0.85 AC.

11

3

3

3

'(S

)

7

0

(

S

)

3

0

0

(S

)

10

1.53 AC.

351'(S

)

CL

C

L

50

3

4

2

.

2

6

BUTTZVILLE METHODIST

CHURCH EXEMPTED

33'

3

3

'

ROAD

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

0.57

AC.

125

0.62

AC.±

0.79

AC. (S)

395.27'

667.77'

239.40'

927.87'

2

4

3

.6

8

'

1

7

4

.9

8

'

93.70'

84.37'

138.60'

454.62'

92.56'

691.55'

17

3.00 AC.

25' DRIVEWAY

EASEMENTVAR. WIDTH

CONSERVATION

EASEMENT

JOHN J. HANLON, P.L.S.MARCH 2005 37589

WILLIAM G. BERGH, P.L.S.JANUARY 2008

23946

FU

TU

RE

EX

TE

NS

ION

440.53'

EXEMPTED NJEP

298.77'

391.68'

3

8

0

.4

6

'

25.92'

35

3.00 AC.

7

7

.6

7

'

2

9

8

.

1

2

'

8

3

.

8

8

'

9

0

.

7

5

'

163.44'

1

6

3

.

8

8

'

80.29'

320.5

0'

6

6

.0

5

'

1031.00'

1

6

4

.

0

1

'

150.00'

50.16'

W

E

T

L

A

N

D

S

T

R

A

N

S

I

T

I

O

N

A

R

E

A

E

A

S

E

M

E

N

T

W

E

T

L

A

N

D

S

T

R

A

N

S

IT

IO

N

A

R

E

A

E

A

S

E

M

E

N

T

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010

GS23946

8

4

4

.

9

8

'

505.75'

7

0

6

.

8

5

'

2

8

3

.

8

6

'

6

0

3

.

2

4

' 3

3

0

.0

0

'

2

0

4

.

6

0

'

3

3

2

.

3

8

'

4

4

2

.

2

1

'

5

5

8

.

1

2

'

9

3

7

.

3

6

'

2

2

4

.

4

0

'

2

3

1

.

0

0

'

7

1

3

.

8

4

'

3

6

4

.

7

0

'

5

0

.

0

0

'

2

4

4

.

3

9

'

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

S

T

A

T

E

O

F

N

E

W

J

E

R

S

E

Y

D

E

P

T

.

O

F

E

N

V

I

R

O

N

M

E

N

T

A

L

P

R

O

T

E

C

T

I

O

N

-

E

X

E

M

P

T

.

S

T

A

T

E

O

F

N

E

W

J

E

R

S

E

Y

D

E

P

T

.

O

F

E

N

V

I

R

O

N

M

E

N

T

A

L

P

R

O

T

E

C

T

I

O

N

-

E

X

E

M

P

T

.

7.05 AC.

24

9.40 AC.

24.29

CONSERVATION

EASEMENT

CONSERVATION

EASEMENT

NJDEP

EXEMPTED

NJDEP

EXEMPTED

2

9

5

.

8

5

'

3

2

2

.

4

3

'

5

3

8

.

1

1

'

WILLIAM G. BERGH, P.L.S.DECEMBER 2015

GS23946

4

0

1

.

9

7

'

2

5

7

.

4

0

'

328.61'

722.67'

5

1

0

.

2

4

'

4

6

2

.

0

1

'

7

5

9

.

1

0

'

4

9

4

.9

8

'

874.7

1'

1,307.20'

1

0

0

.

9

0

'

2

0

5

.

4

9

'

3

7

4

.

4

6

'

5

2

.7

0

'

233.91'

1

6

9

.4

1

'

3

0

6

.

3

9

'

6.48 SEVERABLE

EXCEPTION AREA

28.96 AC.

CONSERVATION

EASEMENT

WILLIAM G. BERGH, P.L.S.JANUARY 2017

GS23946

WILLIAM G. BERGH, P.L.S.NOVEMBER 2017

GS23946

9

4

.6

2

'

6

8

.0

5

'

1

6

4

.

5

3

'

122'(S

)

45.37'

2

1

8

'(S

)

AutoCAD SHX Text
N
Page 23: WILLIAM G. BERGH

BUTTZVILLE

S H E E T 15

S H E E T 15

O

X

F

O

R

D

T

O

W

N

S

H

I

P

OXFORD TOWNSHIP

WARREN COUNTY

L

I

B

E

R

T

Y

T

O

W

N

S

H

I

P

W

A

R

R

E

N

C

O

U

N

T

Y

16

16

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

ROBERT MC ELDOWNEY JR., P.E., L.S. 7697

SCALE 1"=400' DEC. 31, 1969

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

3

0

6

.

7

0

18

0.4

1 A

c. (S

)

3

0

6

.

6

7

443.47

341.00

0.8

4 A

c. (S

)

5

360'

363.4

1

94

17

0.18 A

c. (S

)

362'

309.1

6

4

1.2

0 A

c

242.3

7

238.4

0

239.8

9

87.79

211.22

238.40

340 (S

)

3

3.20 Ac.

400(S

)

7

1.4

8 A

c.

405.48

150(S

)

224.69

162'

40.65

9.85

222'

4

1

2

'

190.74(S)

25'

185.98

248.34

228.90

2.01

198(S)

80'

70'

120'

2

3.89 Ac.

1

3.52 Ac.

567.58

581'

2

6

2

.

1

2

3

6

8

.

6

3

2

1

5

.

0

4

0

310'

(S)

3

7

7

.0

340(S

)

3

4

0

(

S

)

392.24

164.84

3

2

7

.

9

5

230

(S

)

70(S

)

B/L

(

S

)

1

0

0

3

9

5

.

9

6

15

2.00 Ac.

6

3.95 Ac.

298.49

298.22

296.14

296.11

299.8

7

274.03

179.72

335.2

7

330'(S)

165(S

)

14

0.83 Ac.

(s)

33.65

155.10

230.48

233.52

224

187.19

186.55

200

221

403.60

234

368.07

309.87

300.50

290.00

290.00

300.50

11

0.83 Ac.(S)

QU

AR

RY

9

1.22 Ac.

12

1.36

Ac.

16

2.00 Ac.

541.22

110.05

1

6

9

.3

5

1

8

4

.

1

9

8

4

.

5

(

S

)

4

3

3

.

9

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0

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7

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4

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1

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178.83

8

0

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(S

)

80.00

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8

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8

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1

2

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3

1

1

0

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0

5

5

3

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1

3

7

5

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0

25'

EASEMENT

CONSERVATION

25' W

13

3.64 A

C.

13.01

3.59 AC.

5

1

1

.

9

2

2

6

7

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7

8

0

(S

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4

6

5

.

4

0

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3.39

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9

6

.

3

9

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.

7

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5

7

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(

S

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0

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8

.

9

1

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)

230.25

820(S

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548.46

115.01

1

9

4

9

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0

2

2

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8

A

c.

232.8

8

10

0.3

9

Ac.(S

)

110

(S)

50'

RO

AD

R

O

AD

B

U

TT

ZV

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STREET

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NE

W

50'

377'

JE

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ST

AT

EH

IG

HW

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RO

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31

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8

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(S

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(

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NEW

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S

T

A

T

E

H

I

G

H

W

A

Y

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46

78'

6

6

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.

2.02 Ac.

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S

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9

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1

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2

1

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(S

)

450.44

547.03

214.52

214.55

638(S

)

663.31

3

3

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4

8

2

.

0

5

2

7

8

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6

236.2

5 214.4

219.9

509.4

9(S

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4

1

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2

5

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1

5

6

1

0

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1

(D

)

104'

3

9

1

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0

3

8

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6

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5

0

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0

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8

4

5

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0

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7

31

5.4

1 A

c. (S

)

500

4

5

0

(S

)

450(S

)

440.7(S

)

421.0(S

)

6

0

7

.

8

3

9.08

2.06 Ac.

9.07

2.03 Ac.(S)

9.05

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6

4

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8

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3

0

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.

5

5

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28

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9

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7

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7

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3

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8

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4

1

399.28

1

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3

100

(S)

104.8

11

3.0

5 A

c.

10

1.2

8 A

c.

3

6

3

'

1

1

0

0

(

S

)

13.01

8.00 AC.

9.40 Ac. (S)

1

0

3

7

1

3

.

3

1

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(

S

)

6

7

4

.

2

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3

3

0

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6

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7

9

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7

8

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0

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7

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4

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7

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1

6

0

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2

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7

3

4

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0

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1

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9

7

A

C

.

6

9

4

.

3

6

3

8

6

.

6

1

75.00

5

67.87 Ac. (S)

8

4

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2

1

0

0

'(S

)

325.97

4

0.9

2 A

c.

(S

)

3

6

2

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7

5

3

1

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5

3

2

3

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(

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)

4

2

5

3

4

5

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2

9

0

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9

8

1

0

5

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6

6

1

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5

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0

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1

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7

7

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9

8

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1

0

0

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1

2

3

'

104'

167'

1

6

7

'223'

1

2

9

'

1

0

4

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185'

4

5

6

7

8

9

95'

98'

109'

123'

2

1

8

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2

5

4

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26'

0

.

5

5

A

.

(

S

)

1

6

3

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1

2

1

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1

.

2

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9

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7

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8

2

4

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3

.

6

5

1

7

6

.

7

7

2

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9

5

1

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0

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0

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A

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.

(

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)

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2

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4

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9

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2

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7

3

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0

1

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.

(

S

)

3

7

9

.

9

4222'

4

2

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0

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.

2

8

2

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0

158.12

1

5

5

.

9

6

69.38

2

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.

5

0

3

6

5

.

0

0

7

5

0

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S

)

5

0

.

0

0

4

0

0

.

8

6

C

L

29'

2

5

0

(S

)

5.01

7.58 Ac.

5

70.04 A

c.

1

5

8

0

(

S

)

6

57.98 Ac.

2000 (S)

3557

7

0.50 Ac.

8

0.88

A

c.

(

D

)

3

2

2

.0

1

A

c

.

1

1

0

0

(

S

)

SEE SHEET 16.01

13

113.94 Ac.

26

Ac. (S)

420' (S

)

0.87

1

8

0

'

(

S

)

3

6

0

'

(

S

)

1

8

0

(

S

)

4

5

0

(

S

)

2

7

0

(

S

)

7

2

0

±

(

S

)

7

8

0

±

(S

)

1

3

0

0

(S

)

3

1

1

.2

1

3

1

0

±

(S

)

7

3

6

.

4

1

24

7.6 Ac. (S)

6

6

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2

3

8

.

6

7

A

c

.

(

S

)

7

7

1

.

9

0

4

0

1

.

5

0

5

7

1

.

2

6

2

9

9

.

5

5

27

1.54 Ac.

3

6

0

.

4

5

3

7

2

.

8

2

3

7

4

.

9

6

5

1

6

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4

25

14.07 A

c. (S

)

1

2

0

0

(S

)

358 9

9

1

0

0

140

122

1

2

0

3

3

8

1

2

6

6

120

4

0

6

18

3.98 Ac.

2

7

0

(

S

)

8

5

'

2

2

2

.

4

2

A

c

.

1

1

6

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3

1

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3

2

0

'(

S

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9

3

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5

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2

1

1

1

1

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101

2

8

2

9

0

.

2

5

206

3

1

1

1

8

8

3

6

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1

1

9

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20

1.1

2 A

c. (D

)

A

c

.

2

5

0

(

S

)

1

3

3

.

5

(

S

)

1

0

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1

5

0

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1

0

0

2

6

8

.

0

03

6

8

1

6

0

(

S

)

1

6

5

'(S

)

1

8

0

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0

C

L

66'

990

934

2

1.95 Ac.

1

9

0

.

5

4

A

c

.

(

S

)

0

.

6

1

"

(

G

)

1

9

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0

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.

3

1

A

c

.

(

S

)

16

11.7

2

2

8

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0

Ac.

1

7

8

0

1

5

0

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8

0

2

2

2

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2

208.66

89

20

150

270(S

)

15

1.3

9 A

c.

238'

66'

200'.81

29

1.3

3 A

c.

280.19

2

0

0

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0

298.10

64'

14

81'

5

0

298.12

1

3

1

1.92

47.12

0.2

5 A

c.

0.28 Ac

42'

1422

A

c

.

0

.

4

6

0

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1

A

c

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0

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8

A

c

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0.3

8 A

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)

5

0

(S

)

190'(S

)301'(D

)

230(S

)

80(S

)

170(S

) 2

5

0

(

S

)

650(S

)

13.01

1.00

Ac.

33'

295'

10

2.91 A

c.

3

3

'

3

4

5

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3

3

'

49.5'

2

4

0

(

S

)

8

1

0

'

13

2.54 Ac.

2

3.67 Ac. (S)

4550(S)

BLOCK

3

WHITE TOWNSHIP

EXEMPTED

L

I

M

I

T

B

L

O

C

K

1

1

1

9

.

2

A

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.

4

2

3

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1

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A

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)

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7

0

0

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(

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)

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N

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P

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L

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(

V

A

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)

P

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2

0

0

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2

0

0

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N

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W

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.

2

0

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S

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c.

ST

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SE

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DE

PT

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EN

VIR

ON

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AL

PR

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DE

PT

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EN

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PT

. OF

EN

VIR

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AL

PR

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EC

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N - E

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MP

TE

D

110(S

)

11

83.75 Ac. (S)

19.52 Ac. (S)

78

W

A

R

R

E

N

C

O

U

N

T

Y

P

E

Q

U

E

S

T

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E

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B

E

E

C

H

W

O

O

D

R

O

A

D

C

L

25'

FREE

U

N

IO

N

R

O

A

D

PEQUEST

FURNACE

76.0

1

77

76

73

72

75

P

E

Q

U

E

S

T

PL

FU

R

N

AC

E

0.55 Ac.

RIV

ER

P

E

Q

U

E

S

T

0

.

2

7

A

c

.

2

4

3

0

'

(

S

)

1

2

1

.

6

0

A

c

.

(

D

)

N

E

W

J

E

R

S

E

Y

STATE HIGHWAY

ROUTE

46

979

4150' (S)

STATE OF NEW JERSEY D.E.P.- EXEMPTED

BLOCK

LIMIT

74

15.17 A

c. (D

)

75.01

1

2

2

0

(

S

)

33'

PE

QU

ES

T

RO

AD

4

0

2

0

' (S

)

R

IV

E

R

220.10

B

L

O

C

K

6

6

'

(S

)

PE

Q

U

ES

T

F

O

O

T

H

I

L

L

L

A

N

E

O

X

F

O

R

D

R

O

A

D

W

A

R

R

E

N

H

A

V

E

N

M

A

N

S

F

I

E

L

D

T

O

W

N

S

H

I

P

1.0

2

Ac.(

S)

5

7

5

0

(

S

)

ROBERT McELDOWNEY JR., P.E., L.S.

NAME

REVISIONS

JUL. 1, 1972

DATENO.

7697

ROBERT McELDOWNEY JR., P.E., L.S.JUN. 19, 1974 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 22, 1975 7697

ROBERT McELDOWNEY JR., P.E., L.S.SEP. 16, 1976 7697

AUG. 26, 1977

H. CLAY McELDOWNEY, P.E., L.S.NOV. 9, 1978 20891

H. CLAY McELDOWNEY, P.E., L.S.NOV. 8, 1979 20891

H. CLAY McELDOWNEY, P.E., L.S. 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 23, 1980 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 23, 1981 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 7, 1982 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 24, 1983 20891

H. CLAY McELDOWNEY, P.E., L.S.SEP. 1984 20891

H. CLAY McELDOWNEY, P.E., L.S.OCT. 8, 1985 20891

H. CLAY McELDOWNEY, P.E., L.S.AUG. 25, 1986 20891

THIS TAX MAP SHEET IS A DIGITIZED

COPY OF THE MAP PREPARED BY

ROBERT MCELDOWNEY JR., P.E., L.S.,

DATED DECEMBER 1969 AND REVISED

THROUGH NOVEMBER 2002. THE

ORIGINAL APPROVED MAP IS ON FILE IN

THE ENGINEER'S OFFICE.

WILLIAM G. BERGH, P.L.S.DECEMBER 2008 GS23946

FARMLAND

PRESERVATION

EASEMENT

54.54 AC.

EXCEPTION TO

FARMLAND

PRESERVATION

EASEMENT

3.00 AC.

3

7

4

.8

6

'

1

0

0

.5

9

'

1

4

6

6

.6

0

'

1414.21'

1

6

5

2

.

9

8

'

3

9

6

.

0

0

'

23.37'

26.62'

302.69'

108.10'

1

5

0

.3

2

'

103.76'

1

5

0

.3

2

'

382.3

5'

2

7

0

.

0

0

'

498.5

8'

2

7

0

.

0

0

'

498.5

8'

25' WIDE PUBLIC

ACCESS EASEMENT

3

3

0

.

6

3

'

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010 GS23946

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

STATE OF NEW JERSEY DEPT.

OF ENVIRONMENTAL

PROTECTION-EXEMPTED

S H

E

E

T

7

WILLIAM G. BERGH, P.L.S.JANUARY 2017 GS23946

AutoCAD SHX Text
N
Page 24: WILLIAM G. BERGH

4

1.74 AC.

310.00'

2

0

.0

8

3

1

3

.6

0

'

299.8

5'

396.5

7'

3

2.31 AC.

2

9

5

.0

0

'

385.5

2'

2

3.03 AC.

1

1.76 AC.

8

1.77 AC.7

1.89 AC.

6

3.02 AC.

5

1.69 AC.

3

6

7

.3

0

'

312.0

6'

230.0

0'

509.59'

215.5

3'

312.32'

358.12'

382.86'

525.89

380.21'

393.72'

230.00'

4

5

3

.

8

0

'

4

6

8

.

0

8

'

9.21

1.84 AC.

9.22

1.54 AC.

9.23

1.61 AC.

9.04

1.25 AC.

9.20

2.07 AC.

9.19

7.79 AC.

9.09

1.76 AC.

9.03

1.43 AC.

9.02

1.45 AC.

9.01

1.39 AC.

9.10

1.50 AC.

9.11

1.55 AC.

9.12

1.99 AC.

9.13

2.16 AC.

250.21'

206.60'

289.45'

3

3

1

.8

4

'

1

8

0

.9

1

'

311.10

217.7

6'

150.00'

106.40'

103.40'

2

7

0

.5

2

'

1

5

2

.6

9

'

2

6

4

.3

9

'

1

9

4

.

9

3

'

3

5

0

.7

2

'

5

0

.0

0

'

4

1

3

.

5

9

'

3

7

9

.0

7

'

50.50'

100.04'

453.46'

3

1

6

.9

0

'

600.6

4'

5

4

3

.

9

5

'

4

1

1

.

6

8

'

150.03'

203.30'

339.02'

333.97'

338.80'

216.46'

150.00'

150.00'

162.3(S

)

339.25'

345.00'

222.69'

150.00'

150.00'

125.93

414.87'

398.45'

403.9(S

)

337.91'

93.50'

179.90'

290.74'

250.87'

3

5

5

.

2

5

'

1

5

4

.2

9

'

150.00'

76.47'

3

5

1

.

7

4

'

1

5

6

.

2

6

'

437.54'

249.10'

255.66'

9.14

2.27 AC.

9.15

2.47 AC.

9.16

2.13 AC.

9.17

3.52 AC.

9.18

7.07 AC.

249.10'

282.02'

455.09'

3

4

1

.

9

1

'

234.58'

3

4

4

.

5

3

'

1

5

2

.

7

4

'

250.66'

410.71'

271.12'

478.54'

445.06'

243.59'

2

3

1

.

7

5

'

6

2

.

4

8

'

7

6

5

.

9

7

'

FR

EE

UN

IO

N R

O

AD

AN

TLE

R

WA

Y

FAWN DRIVE

PRITCHARD

WAY

72

72.01

16.01

16.01

SHEET 15

SH

EE

T 16

SHEET 16

SH

EE

T 16

50'

5

0

'

50'

Studer & Mc Eldowney

Civil Engineers & Land Surveyors

120 Highway 22 - Clinton, New Jersey

PREPARED BY

H. CLAY MC ELDOWNEY, P.E., L.S. 20891

SCALE 1"=200' DECEMBER 1997

NEW JERSEY

WHITE TOWNSHIP

WARREN COUNTY,

TAX MAP

THIS TAX MAP SHEET IS A SCANNED

COPY OF THE MAP PREPARED BY

H. CLAY MC ELDOWNEY, P.E., L.S.,

DATED DECEMBER 1997 AND

REVISED THROUGH NOVEMBER 2002.

THE ORIGINAL TRACINGS ARE FILED IN

THE TAX ASSESSOR'S OFFICE.

241.32'

B

L

O

C

K

L

I

M

I

T

NAME

REVISIONS

DATENO.

WILLIAM G. BERGH, P.L.S.NOVEMBER 2010

GS23946

DETENTION

BASIN

EASEMENT

DETENTION

BASIN

EASEMENT

10' WIDE SHADE TREE

EASEMENT (TYP.)

D

E

T

E

N

T

I

O

N

B

A

S

I

N

E

A

S

E

M

E

N

T

SIGHT

EASEMENT

(TYP.)

AutoCAD SHX Text
N