20160847 Ver 3_Buffer Map_REVISED PLAT_20201112

\ �o
y ,
@ IRON ROD FOUND LEGEND RESTORATION (0-50FT) \ ,� �?��•S 19,
IRON PIPE FOUND I by
• #4 REBAR SET RESTORATION (151-20OFT) \ NOW OR FORMERLY I a�
0 CALCULATED POINT
SCE CONSERVATION EASEMENT STEVEN HALL ylCH ROC
PROPERTY LINE (SURVEYED) PRESERVATION (0-50FT) \ PIN: 9827-03-9090 K RD
z' PL PROPERTY LINE (NOT SURVEYED) \ DB 3688 PG 469 q ti
ri I RW RIGHT OF WAY PRESERVATION (151-200FT) NOW OR FORMERLY
DAVID & CONNIE P WSJ f
\ NUTRIENT OFFSET (151-20OFT) WHITFIELD 242,%rJ' SITE
PIN: 9827-02-4764 230 g0 g9' `W N o F' WS DR r
WETLAND MITIGATION DB 3317 PG 312 74. 103.75' M S AN�RE
0) 00
M m o ti
^3 "� NOW OR FORMERLY NOW OR FORMERLY 7 66+ U- z a
Q a� TRAVIS WAYNE HACKNEY RICHARD ALEXANDER + "E 1 < o 0
3 . \ & wife TINA B. HACKNEY NOW OR FORMERLY 2 5 218
PIN: 9817-92-0518 \ TRAVIS HACKNEY PIN: 9817-92-8743 N%8.2 a� ^ Q VICINITY MAP W LEBANON RD
DB 3928 592 DB 2031 PG 46 L$8 m c� (N.T.S.)
m PIN: 9817-92-4602 + z
4 DB 2006 PG 736 \ 12 N:872,379.16 M
ELECTRICAL LINE EASEMENT NOW OR FORMERLY PB 39 PG 139 DB 1053 PG 997 1639 GENERAL NOTES:
E:1,920,378.63
(NO LEGAL DOCUMENTATION FOUND) NORMAN J. ANDERSON PB 72 PG 322 \ 0/} '� +3 NAD 83(2011) 3
50' MAINTAINED WIDTH & wife JOAN ANDERSON PB 80 PG 278 L1 V$ N • a
PIN: 9817-82-6225 L1/}Q N� ,�7,% tto 1. HORIZONTAL DATUM REFERENCED NAD 83 2011
DB 3928 PG 590 O ct p o 2. WATER BOUNDARIES ARE SUBJECT TO CHANGE DUE TO NATURAL
DB i PB 5376 PG PC 10393 �.1�9 CONSERVA�R1 EASEMENTT"E" ry ry L118 L121 h O m z TITLE.ES AND MAY NOT REPRESENT ACTUAL LOCATION OF THE LIMIT OF
PB 80 PG 278 N:872.268.88 J 59,174 S.F. (ij� '0 0 3. LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM
3 E:1,919,842.67 w
1.358 AC W r� A INFORMATION REFERENCED ON THE FACE OF THIS PLAT.
So' 2s' E 559.41' 25g,%2 NAD 83(2011) L105 L82 L120 AO j n 4. LOCATION OF UTILITIES, WHETHER PUBLIC OR PRIVATE, IS BASED UPON
3'01" L85 G) N v A FIELD LOCATION OF VISIBLE APPURTENANCES AND SUBSURFACE
N782 < UTILITY PAINT MARKS BY NC811 AND IS APPROXIMATE ONLY. IT IS THE
4138 c0 L109 L84 J�L119 50' OFFS N A w = A CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION PRIOR TO
419 1� 50' OFFSET M w m COMMENCEMENT OF ANY CONSTRUCTION. WSP CANNOT ASSUME
00 '87 %)s ONE N N UTILITIES. RESPONSIBILITY
FOR OSHADENTIFICATION REQUIREMENTS OR OMISSION PERTAINING TO CONFINEDDROUND
57 L106 30• p� SPACE ENTRY, PIPE SIZES, INVERT ELEVATIONS, ETC., WILL ONLY BE
NOW OR FORMERLY L1O7 '�'� L110 ACCESS <>PROVIDED IF FIELD PERSONNEL ARE ABLE TO OBTAIN WITHOUT
'� > BREAKING THE PLANE OF THE TOP OF THE STRUCTURE.
JERALD D & NANCY L GRISSOMEASEMENT tip
L144 NOW OR FORMERLY � 30, ONSERVATION108 30 p� 5. SEE SHEET 2 OF 2 FOR LINE TABLES.
L142 PIN: 9817-81-5902 STEPHEN EGTS >> ACCESS < ACCESS 4
L143 DB 1806 PG 897 ) PIN: 9817-81-9889 EASEMENEASEMENT 977,806TS.FF >> EASEMENT L11
DB 22.447 AC
3098 PG 876 L77 L101, L113
<> \102
�+ 6 o)
Li00 1-99 50' OFFSET
cS
NOW OR FORMERLY
DARRIN ALLRED -()
PIN: 9817-91-0620 �ro� CREEK 163' L137 ,y L22
\ DB 1748 PG 92 1`?^% ,BPC 6•33+53W g3 L136 �' L21
S�
L12 0
c
N:871,161.89
E:1,918,621.36
50' OFFSET
NAD 83(2011)
L10
�p�h L94
—
/vim•••
L96
a � \V
II
_
NOW OR FORMERLY
CHRISTOPHER PERKINS
/
� CONSERVATION
PIN: 9817-81-7234
NOW OR FORMERLY
^•
��j O
EASEMENT"B"
EASEMENT
DB 2959 PG 672
-�
ENVIRONMENTAL BANC
AND EXCHANGE, LLC
88,755 S.F.
2.o3a AC
+
PIN: 9827-00-2518
PC 9
DPB3807PC
29.91
N82y8'22"��819.4 138.31'
..'
319.
42.68'
50' OFFSET 278W
a
�
261.81
27.28'
.
..':''
50' OFFSET
30
x
asap SENT
3
EASE p0�
jr
�
00
: f
��
CONSERVATION
"C"
I
Q
N87-20'46"E
EASEMENT
r -P
4�
C^O 4 • •
m
, �'��
173.63
685,145 S.F.
15.729 AC
I I �" A3
�•
3 � L73
a L72
a<v
!y
) O aW
''�p�f0
0�
CV 'am. 0i
I R do
�• 4�
rn N M
U
:") Cr
50' OFFSET Li35
N:871,578.24
L131 E:1,920,922.03
NAD 83(2011)
L93 t
ACCESS L133 h
<J EASEMENT 9
L128 L�cE
26 ZpCO
n
J
a�
ro
3 0
`O
CONSERVATION
EASEMENT "A" 0
JP;
+
= a
�6
635,963 S.F.
3� h
0� O
14.599 AC 25.16'
VD
5� ��6
L33
.�
C-)L35
04 L34
1-80
00,
°`11
N:870,332.77
E:1,918,312.46
L36�11�'O'
� y
O
NAD 83(201 1)
QD
4 , , ��
, L29
S� ,O-*
g ADL67 L40 L38 �yt 50' OFFSET �tL 4j�A
....
L39 d-
RIGHT-OF-WAY EASEMENT L421 DB 359 PG 350 +�
1500 SF / 0.034 ACRES vj L2 50' OFFSET L43
L60 by
L59 L48 L44
L146 L58 L49 L45 I ?�� 30' ACCESS EASEMENT
L145 L57 L52 L46 PB 77, PAGE 412
L646 L55 L47 so' OFFSET ' '�INNER&*�, ,
s .��N CAR;�
L50 �. / �
L61 L51 a �9• .• O .
FESS/p
rn L62 L53 NOW OR FORMERLY 6'j a9, �� \ �•�O �:
a 3 ^ L63 L54 KIMES CHAPEL MISSIONARY BAPTIST 4�f, SQa Q
^ 3 M PIN: 9816-89-7990Cb
���. F : . SEAL
DB 2312 PG 590 J ; L-5021
;�.
2 coo n N (0 NOW OR FORMERLYy� i
m KIMES CHAPEL CHURCH ,�� '/s ••• SURN • �/ ��
_ .a 0 PIN: 9816-89-2986 ,��'••T�pHER.P:��'��.
IDB 114 PG 510
r1�
• OrOro
NOW OR FORMERLY
REW LAND, LLC
PIN: 9826-08-3258
DB 3447 PG 752
Riparian Buffer
Zone
Mitigation Type
Area (sgft)
Area (cc)
0-50'
Restoration
148,383
3.41
Preservation
468,745
10.76
151-200'
Restoration
33, 444
0.77
Preservation
38, 072
0.87
Total Restoration
181,827
4.17
Total Preservation
506,817
11,63
Nutrient Offset
Zone
Mitigation Type
Credit Type
Area (sgft)
Area (ac)
151-200'
Riparian Restoration
Nitrogen
7, 458
0.17
Riparian Restoration
Phosphorus
THE PURPOSE OF THIS SURVEY IS
TO SHOW THE BUFFER ZONES ON
THE CLOUD AND BANNER
MITIGATION SITE. NO PROPERTY
OR EASEMENT LINES WERE
SURVEYED AT THIS TIME. SEE
PLAT BOOK 80 AT PAGE 278 AT
THE ALAMANCE COUNTY REGISTER
OF DEEDS FOR PROPERTY LINE
AND EASEMENT RECORDATION
SEE SHEET 2 OF 2 FOR LINE AND
CURVE TABLE DATA
GRAPHIC SCALE
200 0 100 200 400 800
( IN FEET )
1 inch = 200 ft.
REVISION
DATE DESCRIPTION
STREAM BUFFER AREAS
PREPARED FOR
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
"CLOUD & BANNER" PROJECT
MELVILLE TOWNSHIP, ALAMANCE COUNTY, NORTH CAROLINA
Drawn By TCB
Surveyed By TP
Checked By CAM
Book No. —
WSP USA Inc.
128 TALBERT ROAD
SUITE A
MOORESVILLE, NC 28117
TEL: [phone]
WWW.WSP.COM
NC LICENSE NO.:F-0891
Date
Job No.
NOVEMBER 10, 2020
193661 C
Scale
Sheet No.
1 " = 200'
1 OF 2

Parcel Line Table
Line #
Length
Direction
L1
233.03
N22' 04' 37"E
L2
42.60
N26' 30' 00"E
L3
47.28
N21' 57' 12"E
L4
340.22
NO6' 07' 54"W
L5
239.55
NO6' 07' 54"W
L6
101.50
N06' 07' 54"W
L7
85.99
N04' 11' 42"E
L8
60.30
N24' 36' 07"E
L9
58.04
N34' 28' 00"E
L10
5&07
N77' 56' 26"E
L11
77.64
N18' 34' 27"E
L12
35.65
N36' 26' 46"E
L13
23.16
N01' 42' 25"W
L14
189.54
N40' 04' 54"E
L15
55.37
N24' 48' 28"W
L16
144.91
N24' 48' 28"W
L17
97.09
N45' 43' 29"W
L18
117.47
N34' 05' 05"W
L19
58.41
N70' 52' 06"W
L20
112.91
N29' 47' 39"W
L21
263.09
N80' 16' 14"W
L22
162.57
N81' 42' 51"W
L23
105.28
S34' 32' 01 "W
L24
64.65
S34' 32' 01 "W
L25
219.56
S44' 35' 03"W
L26
132.70
S50' 33' 16"W
L27
48.93
S05' 54' 35"W
L28
69.87
S29' 36' 21 "W
L29
216.83
N84' 06' 42"W
L30
52.49
N49' 39' 49"W
L31
39.53
N49' 39' 09"W
L32
56.06
N49' 39' 09"W
L33
27.73
S55' 09' 57"W
L34
36.71
S46' 08' 14"W
L35
23.78
S53' 05' 08"W
L36
19.95
S28' 29' 17"W
L37
32.93
S17' 08' 58"W
L38
48.85
S17' 03' 55"E
L39
36.17
S1159' 25"E
L40
29.49
S26' 57' 46"W
L41
33.24
S40' 49' 45"W
L42
19.07
S24' 10' 04"W
L43
36.23
SO4' 34' 00"W
L44
23.78
S37' 51' 46"W
L45
29.96
S37' 03' 36"W
L46
33.65
S30' 27' 11 "W
L47
33.26
S42' 09' 41 "W
L48
28.93
S70' 46' 43"W
L49
57.89
S65' 42' 43"W
L50
10.33
S31' 49' 57"W
L51
26.94
S80' 57' 59"W
L52
19.61
N88' 05' 29"W
L53
36.19
S69' 05' 54"W
L54
35.55
S72' 18' 32"W
L55
27.98
N69' 27' 49"W
L56
18.48
N32' 59' 29"W
L57
50.36
N04' 58' 38"W
L58
12.81
N0T 40' 59"E
L59
12.01
N62' 45' 45"W
Parcel Line Table
Line #
Length
Direction
L60
15.11
N87' 26' 53"W
L61
32.29
S71' 40' 26"W
L62
10.84
N84' 44' 04"W
L63
22.25
N66' 51' 54"W
L64
17.83
N58' 07' 54-W
L65
145.51
N18' 30' 00"E
L66
6.51
N58' 07' 54"W
L67
141.96
S86' 26' 52"E
L68
230.82
N23' 33' 08"E
L69
174.55
N46' 53' 21"E
L70
30.22
S17' 34' 57"W
L71
78.60
N65' 05' 45"W
L72
0.42
N17' 34' 57"E
L73
30.00
N34' 00' 51"E
L74
38.76
S65' 33' 56"E
L75
30.22
S65' 33' 56"E
L76
175.82
N64' 31' 01"E
L77
35.00
S23' 30$ 17"W
L78
404.63
S25' 33' 35"W
L79
50.83
S30' 52' 20"E
L80
292.73
N79' 02' 06"E
L81
49.09
S03' 20' 57"E
L82
30.28
S21' 09' 12"W
L83
173.61
S66' 25' 39"W
L84
31.00
N39' 46' 58"W
L85
7.35
N39' 46' 58"W
L86
164.18
N14' 42' 24"W
L87
218.95
N58' 49' 59"E
L88
141.79
N78' 22' 23"E
L89
91.27
S54' 15' 34"W
L90
6&09
S31' 15' 46"W
L91
253.66
S19' 22' 18'W
L92
30.08
S50' 41' 10"W
L93
48.84
S43' 24' 34"E
L94
48.88
S43' 24' 34"E
L95
183.47
S50' 41' 10"W
L96
328.13
N74' 03' 44"W
L97
86.29
N33' 32' 57"W
L98
332.14
N23' 30$ 17"E
L99
MOD
N23' 30' 17"E
L100
70.00
N82' 30' 25"E
L101
70.00
N82' 30' 25"E
L102
107.73
N68' 52' 22"E
L103
406.13
N15' 13' 28"E
Parcel Line Table
Line #
Length
Direction
L104
159.04
N78' 22' 23"E
L105
239.29
S01' 22' 33"E
L106
51.17
N85' 04' 18"E
L107
13.33
S45' 55' 24"E
L108
32.08
S45' 55' 24"E
L109
37.61
N64' 49' 59"E
L110
34.06
N64' 49' 59"E
L111
133.70
S45' 35' 47"W
L112
90.76
S29' 39' 54"E
L113
125.51
S76' 35' 49"E
L114
347.05
N69' 18' 55"E
L115
71.71
N22' 16' 58"W
L116
173.09
N61' 47' 09"W
L117
30.28
S61' 04' 34"E
L118
30.28
S61' 04' 34"E
L119
30.28
N21' 09' 12"E
L120
66.52
N21' 09' 12"E
L121
272.36
S87' 41' 17"E
L122
325.41
N62' 36' 59"E
L123
208.30
N27' 31' 39"W
L124
131.08
N38' 37' 23"E
L125
118.80
N50' 36' 05"E
L126
30.07
N50' 36' 05'E
L127
81.22
S24' 12' 13"E
L128
163.40
S84' 24' 45"E
L129
129.93
N76' 22' 29"E
L130
131.14
N34' 49' 18"E
L131
57.00
N80' 06' 23"E
L132
60.92
S01' 07' 54"W
L133
167.68
N81' 35' 21"E
L134
47.22
NOT 08' 58"E
L135
102.40
N80' 57' 13"E
L136
139.55
N63' 40' 11"E
L137
22.29
S70' 01' 26"E
L138
75.29
S69' 31' 29"E
L139
130.63
N60' 32' 54"E
L140
60.01
N78' 29' 26"E
L141
125.75
S55' 58' 12"E
L142
31.46
S78' 23' 06"W
L143
33.75
S78' 34' 35"W
L144
156.07
S78' 20' 37"W
L145
1.98
N65' 44' 52"W
L146
29.93
N65' 37' 23"W
Curve Table
Curve #
Length
Radius
Delta
Chord Direction
Chord Length
C1
220.38
659.13
19.16
S17' 24' 00-W
219.36
C2
229.08
689.03
19.05
S17' 20' 46"W
228.03
C3
186.52
765.90
13.95
SO' 50' 42"W
186.06
C4
193.80
795.80
13.95
SO' 50' 42"W
193.32
C5
97.86
562.89
9.96
S11' 20' 31"W
97.74
��N CARS'••.
•••`����oF C
ESS��N9l?y,��
i
• SEAL
L-5021
y9 0�.•
THE PURPOSE OF THIS SURVEY IS
TO SHOW THE BUFFER ZONES ON
THE CLOUD AND BANNER
MITIGATION SITE. NO PROPERTY
OR EASEMENT LINES WERE
SURVEYED AT THIS TIME. SEE
PLAT BOOK 80 AT PAGE 278 AT
THE ALAMANCE COUNTY REGISTER
OF DEEDS FOR PROPERTY LINE
AND EASEMENT RECORDATION
GRAPHIC SCALE
200 0 100 200 400 800
REVISION
( IN FEET )
1 inch = 200 ft.