20141215_Wetlands_Map_51-50

RECEIVED
SITE SEP 2 3 2011
SR 1009 Regulatory Branch
O Q NIF
Z Z ROBERT RANSOM MASSENGILL, JR
�� DB 547 PG 441
rn
uu,7S OF D SR ��� I�
THIS AREA NOT N/F LINE TABLE FOR
�p(� EygL/J,gJEp o THE TRUSTEES OF JOHNSTON
CP `!! oe i"a's Pc aGE LINE TABLE FOR BOUNDARY WETLAND LINES
o !A� L42 U- 8'SOIL PgjN o LINE TABLE LINE TABLE
'tj ! all. 4 LINE LENGTH BEARING LINE LENGTH BEARING
nn '� -- L44 a L1 817.52 N73.30'58'W L18 185.21 N68`02'36'E
L2 1669.77 N73.30'S8'W L19 132.64 N72.18'S0'E
L46 y '
\1i AL LIAR Of&A111 nON� L3 75.79 N16'29'02'E L20 147.48 N80'32'45'E
NON-WETLAND L4 1033.55 N16'29'02'E L21 130.94 N82'52'52'E
- L5 808.82 S80.50'45'E L22 129.25 N82.43'52'E
VICINITY MAP - - - - - -
Ln al l, 147 -
\'I \�i \= r-L6 7620 S80°50'45'E L23 145.42 N73.37'26'E
a�l� ---- \,I, `\�I�_ r'-L7 908.70 N00.05`45'W L24 150.14 N67'38'14'E
NO SCALE ally - LB 109.52 N09'24'15'E L25 83.37 S89.06'32'E
�� WETLANDS \,I \'I , L9 43.13 S06'09'15'W L26 24.23 S09'111101E
cn I� 1�1 - LINE
a�l% - WETD ail, a�l -- - L10 241.36 S03.09'15'W L27 137,34 S29'46'21"E
\ a +1-22.6 AC \ `\.�I_ L11 453.04 S03'09'15'W L28 110.93 S33'30'15'E
a�, L12 83.90 S03'13'58'W L29 146,75 S17'37'24'E
I -6-- 5L 9 �\ 1`I = L13 476,80 S03'13'58'W L30 28,25 S40'06'27'E
RECEIVED L14 64.70 S03.13'58'W L31 74.33 S02.47'40'W
F z -
i \ l6p � a`I, \\
NR PARKER =._.._ .�IL�_ - _
L6; L69 WETUNDS \�1,- ��\ L15 166.60 S03'13'58'W L32 45.35 S12'47'19'E
WANDA ��._.q�b2
a11, _ _
SEP 2 3 2011 D6' 1064 PG 474 \
'',-,. .\`I� IJNE \ �-.� L16 271.46 S72 07'27'W L33 135.78 S52.47'04'E
y L17 1114,52 S72'07'27'W L34 74.12 S37'07'34'E
L35 57.17 S76'52'55'E
!6� \�1, L73 C7¢ ��o, L36 175.08 S36'S7'39'E
Regulatory Branch \ \ i�- L7 -� L36 175.08 NO3'07'27'E
D L38 318.74 N05.08'00'E
\ NON-HIES all_ g3 F
EXISTING EDGE -L� O HEIRS L39 153.20 S71.51'16'E
OF PIT M►SS EMMA LLE OVERBY
/ \ L82/0� w m \9 CIO LOU►SE B G 595 L401 1 9014 S64.38'09'E
- ---- / DB 442 P
/ - 1 L83 _ L42 144.81 S88'29'34'E
i �/ L91
/ J
L43 267.39 S74'19'47'E
i \`I L44 156,32 S79'05'49'E
L45 287.88 S77.08'11'E
-5742709E CP Cp '� i, ems'g9 L46 250.78 S79.55'04'E
S80 50 45£ _ DEED DISTANCE
S80'S0'45
298 44' - 885.02' NON-WETLAND
L5 L6 ECAI L47 1171.41 S75'37'27'E
CP S80'5045£ / L86 L87 259233' *CONTROL L48 27.48 S59.18'49'W
COMMON CORNERS pQ L49 58.68 S07'55'01'W
OB 547 P� 341 I
441
L50 47.94 S02'20'09'E
DB 875 ,. L51 39.78 S56.21'01'E
EXISTING EIVE L52 54,00 S88'39 44'E
or PIT E L53 76.03 S43.10'37'E
XISTING � \ IXlSI1hC 12°SOIL PATH L54 71.37 S43'15'06'E
PIT .�_ ,
NON-W��D L55 103,36 S07'18'28'E
/ L56 83.36 S25`44'53'W
91� *■' L57 146.56 S45'17'54'E
` L58 70.04 S81'53'57'E
/ NON-WETLAND 0 L59 144.90 S88'21'20'E
THIS AREA NORTH OF THE PATH � t
z
1
L99 WE1 �
NOT EVALUATED z L61 6501 S70'51 08'E
N/F J / NG EDGE, �... --- --- -- 100 LINE L63 39.84 S50 04'42'E
,,� ail,
ROBERT RANSOM MASSENGILL, JR EXI Of'PIT l� Lj01 \�I, L64 20Z1 S30.41'08'E
OB 875 PG 341 I TIE LINE ONLY 1 0��\02 \
F TN IN HIGH S22'25`47'E L66 24.49 S46'Oi'35'E
RANSOM
AMS M Mi4SSENGill, JR PA DND 33.82 \ ' \`I' W��D L66 118.17,96 S72'10'52'E
ROBERT B 9O #A 187 GO 5t06 a
D \ / \ / �,.. 4-g�j05 \off +�-3.4 AC L67 115.56 S74.45'S4'E
L68 335.56 N71'20'47'E
\ / \ L69 172.80 S84°17'35'E
L25 ; \ \ L70 55.49 S05'17'23'W
L71 9.33 S61'11'37'E
FROM �� ,
G �11ND PAVE GIS O� L23 ( ._ _- \�I, /' U1 y
L 49.69 S80'37'28'E
-.. I $/ __,__ �,�g� L112 L114 L73 265.92 S84.30'12'E
b �NNSTOS L2 t L22 \ \l l,- / _ L t - --- -- - --- -
\�L / v �ii1
L74 142,60 S75'19'39'E
��\ oy /- 5
_ ` _
tl �0 ,\ 1i- -_- ,
/ `- -- ^_ -_ L75 104.28 N6/'28'35'e' `
WETLANDS
L76 60,98 N09'47'51'E
L20 \\6 J L77 166.41 N81'05'37'E
LINE
WET AND
TAKEN fR0 \� \! J L78 92.82 S29'25'01'E
MD `\af �...J ✓ �. L\}8 ���� +�1,1 AC CP L79 92.82 S47°17'01'W
\�I, L80 110.40 S69'12'04'W
NON-WAD L\6 L81 150.13 S72.02'06'W
?698.7/''DICED �, , WETLAND � I
\6 _
N737058 \1 +/-12.4 AC L82 98,79 S73.31'48'W
allI, �sQ � L83 162,73 S79'55'40'W
w ��� �� 13a600
L84 144.07 S73'42'13'W
L85 35.19 S05°03'34'E
L86 41.19 S79'42'54'E
/ L87 94.53 S88.12'43'E
\r !� L88 73.93 N72'13'49'E
O
0 F L89 122.29 N74•10'35'E
all_
EXISTING EDGE i h SS EAA LEE HEIRS L90 69,02 N76.07'02'E
[35 OF PIT �ti t t1 C/01 LOUIS B PLEE G 595 ERBY
L91 162.53 N74.39'13'E
DB 442 L92 109.78 N67.32'17'E
\� L93 125.70 N75.25'43'E
N�F / L94 66.56 N47.24'09'E
T pRAPER 512'07 2� L95 48.88 N57.05'47'E
DANA STEM PG 1004 � ---__ "--
-� \ L96 61,67 N37.45'56'E
DB 2008, � 2�729 -\ / �
T0441 LI NON \ L97 104.92 N64'20'47'E
I 0/STANCE L98 103.14 N42'36'07'E
L99 91.11 N75°37'29'E
Bp \ L100 88.40 N77.31'57'E
' N/F "CONTROL L101 108.48 N77.21'01'E
DANA STEWART D1005 R CORNER' L102 62,34 N64.35'57'E
OB 2008, PG I L103 64.55 N52'24'21'E
NIF
L104 85.87 N72'46'22'W
L105 70.93 S76.30'10'W
DANA STEWART DRAPER �� STANDARD OF PRACTICE CERTIFICATE L106 117.26 S79•04'20'w
DB 1192, PG 151 L107 63,33 N16.55'36'W
' L108 125.32 N52.43'54'E
1, HEREBY CERTIFY THAT THIS PLAT WAS DRAWN L109 168.17 N24.17'00'E
FROM AN ACTUAL SURVEY PERFORMED UNDER MY L110 130 S65.59'01'W
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY � L111 ease
s80•17'19'w
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404 DIRECT SUPERVISION. L112 151.87 S82.25'04'W
OF THE CLEAN WATER ACT AS DETERMINED BY THE THIS PLAT WAS PREPARED IN ACCORDANCE WITH LL114 45.13 Sao zs9'os'w
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE STANDARDS OF PRACTICE OF NORTH L115 106.16 S68.48'04'L11w
THE LAW OR OUR PUBLISHES REGULATIONS, THIS CAROLINA, WITNESS MY HAND AND OFFICIAL SEAL L117 1 a 7i Sso•sz'06'w
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED THIS zoik---- OF II c. / - ,A.D. 20 11 L11s 37.53 S69.32'28'W L"
UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS Y L119 137.52 S61'S6'30'E
DATE. THIS DETERMINATION WAS MADE UTILIZING THE I.
LEGEND APPROPRIATE REGIONAL SUPPLEMENT TO THE 7 987 CORPS OF
LINES SURVEYED ENGINEERS WETLANDS DELIN-` TION MANUAL. PR FESSI AL ND SURVEYOR L- IJ74
- LINES NOT SURVEYED / �.%`` �r1s��3''
l ,N,,,,
RE
g EIP EXISTING IRON PIPE FOUND REGULATO OFFICIAL �_ '� ' t..:7
ECM EXISTING CONCRETE MONUMENT FOUND TITLE NOTES: SEAL `'� :•��s s, ,r``°
t '-
ELS EXISTING LIGHT WOOD STAKE FOUND DATE C ,J ;apt 1) WETLAND LIMITS DETERMINED FROM FIELD SURVEY BY NEAL FLOYD ands rr SEAL
�'' DEC 1 ,; 1Q14 ' } '
EPKN EXISTING P K NAIL FOUND - rz .yr',� r
IPS IRON PIPE SET USACE ACTION ID ASSOCIATES (SOIL SCIENTIST) AS SURVEYED BY DENNIS RAY BLACKMON, RLS L-1374 �c f
Z PKNS P K NAIL SET FROM DATES BETWEEN APRIL 11 THRU JUL Y 27 2011 '�i.�' � �'��d. LAND QUALITY' OCTION
R PROPERTY LINE 2 TOTAL WETLAND AREA EVALUATED ON THIS MAP - f 39.5 AC yr' ,�``o R/W RIGHT OF WAY ) -
DB DEED BOOK n ,`
/ r//�/+f3J4 1 i 1V\►,t�
w PB PLAT BOOK 3) POINTS LABLED AS COMPUTED ARE DRAwN FROM DEED DESCRIPTIONS
EIS EXISTING IRON STAKE FOUND
SS SANITARY SEWER (DB547, PG441 & DB875, PG J41) NOT AN ACTUAL SURVEY
o, SD SIGHT DISTANCE
CP COMPUTED POINT FROM DEED
1,11, WETLAND SYMBOL
c% -
`� DRAWN BY: l1�ATTHE
REV. N0. REVISION DESCRiP'TION DATE ENGINEERcuENr.� PROJEcr. yy Q�j��NAL PIT WETLANDS
AWH DENNIS A Y A CKMON, ��„� ROBERT R MASSENGILL JR
ENGINEER: PROPERTY OF
LAND SURVEYING d, ENGINEERING LAND DEVELOPMENT CONSULTING • MAPPING R®BER�''R 11lASSENGILL JR
DATE. 7 023C WEST MARKET STREET - PO BOX 1401 SHEET TITLE:
SMITNFIELD NC 27577 PF-lam NE: 919-934-3490 WETLAND MAP SEEDB547, PG441 &.DB875, PO'341
HORIZONTAL SCALE: VERTICAL SCALE: DATE: DWG J: SHELT:
1"=200 NIA 08/16/11 03-32D 1 OF 1
III .Q(? C:;,.4U, W G