20141149 Ver 9_BENTON_AB_11-30-18_sealed_20181203

ID#* 20141149
Select Reviewer:*
Katie Merritt
Initial Review
Completed Date
12/03/2018
Mitigation Project Submittal -11/30/2018
Version* 9
Is this a Prospectus, Technical Proposal or a New Site? *
Type of Mitigation Project:*
F Stream r Wetlands V Buffer V Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Katie Merritt
Project Information
Existing 20141149
(DWR) (nunbers only no dash)
I D#: *
Project Name: Benton Branch
County: Caswell
Document Information
r Yes r No
Email Address:*
[e-mail]
Existing 9
Version: (nun-bersonly)
Mitigation Document Type:*
Mitigation As -Built Plans
File Upload: BENTON_AB_11-30-18_sealed2.pdf 5.37MB
Rease upload only one RDF of the corrplete file that needs to be subnitted...
Signature
Print Name:* Raymond Holz
Signature:*
�4w4we ��Z

GENERAL NOTES:
DEED REFERENCE(S) (SEE DETAIL):
BEING A PORTION OF THE PROPERTY
RECORDED IN D.B. 391, PG. 648 OF THE
CASWELL COUNTY REGISTER OF DEEDS.
MAP REFERENCE(S):
BEING A PORTION OF THE PROPERTY
RECORDED IN M.B. 14, PG. 53 OF THE
ALAMANCE COUNTY REGISTER OF DEEDS.
M.B. 11, PG. 664 (ADJOINER)
PIEDMONT ELECTRIC MEMBERSHIP CORP.
RIGHT-OF-WAY REFERENCE(S):
D.B. 448, PG. 444
CONSERVATION EASEMENT REFERENCE( .
M.B. 17, PG. 4
D.B. 589, PG. 4378
1) NOTE: NO ABSTRACT TITLE, NOR TITLE COMMITMENT, NOR RESULTS OF
TITLE SEARCH WERE FURNISHED TO THE SURVEYOR. ALL DOCUMENTS OF
RECORD REVIEWED ARE NOTED HEREON (SEE REFERENCES). THERE MAY
EXIST OTHER DOCUMENTS OF RECORD THAT MAYAFFECT THIS SURVEYED
PARCEL.
2) HORIZONTAL GROUND DISTANCES USED UNLESS OTHERWISE NOTED.
3) THE NCSPC SHOWN ON EIP 518 WERE OBTAINED FROM AN NGS OPUS
SOLUTION. THIS OBSERVATION WAS STARTED ON 2015/05/26 14:51:00 AND
ENDED ON 2015/05/26 18:00:00 USING ATOPCON HYPERLITE PLUS GPS UNIT.
THE COMBINED FACTOR IS 1.00000532 (GEOID 2012B CONUS). THE DATUM IS
NAD'83(2011). THE FOLLOWING BASE STATIONS WERE USED IN THE OPUS
SOLUTION:
PID
0
LATITUDE
LONGITUDE
A_ W
NCG5 GREENSBORO 5 CORS ARP
N360403.612
ti gssF >
W L)
DF9213
NCBU BURLINGTON CORSARP
z
W0792612.176
v
o�
N362328.056
� oLu
4) RESTORATION AND ENHANCEMENT AREAS AND CREDIT TABLES WERE
p
N90°00'00"E
65.83'
L6
S62°17'41"E
' SITE
-�
U)Z
42.21'
Z
KERR'S CHAPEL RD
co
L9
NCSR 1100
52.20'
L10
S25°38'22"W
1 78.65'
L11
S25°18'45"W
of0
L23
S75°35'13"W
X
L24
VICINITY MAP (NTS)
GENERAL NOTES:
DEED REFERENCE(S) (SEE DETAIL):
BEING A PORTION OF THE PROPERTY
RECORDED IN D.B. 391, PG. 648 OF THE
CASWELL COUNTY REGISTER OF DEEDS.
MAP REFERENCE(S):
BEING A PORTION OF THE PROPERTY
RECORDED IN M.B. 14, PG. 53 OF THE
ALAMANCE COUNTY REGISTER OF DEEDS.
M.B. 11, PG. 664 (ADJOINER)
PIEDMONT ELECTRIC MEMBERSHIP CORP.
RIGHT-OF-WAY REFERENCE(S):
D.B. 448, PG. 444
CONSERVATION EASEMENT REFERENCE( .
M.B. 17, PG. 4
D.B. 589, PG. 4378
1) NOTE: NO ABSTRACT TITLE, NOR TITLE COMMITMENT, NOR RESULTS OF
TITLE SEARCH WERE FURNISHED TO THE SURVEYOR. ALL DOCUMENTS OF
RECORD REVIEWED ARE NOTED HEREON (SEE REFERENCES). THERE MAY
EXIST OTHER DOCUMENTS OF RECORD THAT MAYAFFECT THIS SURVEYED
PARCEL.
2) HORIZONTAL GROUND DISTANCES USED UNLESS OTHERWISE NOTED.
3) THE NCSPC SHOWN ON EIP 518 WERE OBTAINED FROM AN NGS OPUS
SOLUTION. THIS OBSERVATION WAS STARTED ON 2015/05/26 14:51:00 AND
ENDED ON 2015/05/26 18:00:00 USING ATOPCON HYPERLITE PLUS GPS UNIT.
THE COMBINED FACTOR IS 1.00000532 (GEOID 2012B CONUS). THE DATUM IS
NAD'83(2011). THE FOLLOWING BASE STATIONS WERE USED IN THE OPUS
SOLUTION:
PID
DESIGNATION
LATITUDE
LONGITUDE
DJ6107
NCG5 GREENSBORO 5 CORS ARP
N360403.612
W0794441.845
DF9213
NCBU BURLINGTON CORSARP
N360529.586
W0792612.176
DM3527
NCRX ROXBORO CORS ARP
N362328.056
W0785954.418
4) RESTORATION AND ENHANCEMENT AREAS AND CREDIT TABLES WERE
PROVIDED BY RESTORATION SYSTEMS, LLC.
N90°00'00"E
65.83'
SURVEYORS CERTIFICATION(S)
Surveyor's disclaimer: No attempt was made to locate any cemeteries, wetlands, hazardous material
sites, underground or aboveground utilities or any other features above, or below ground other than
those shown.
I certify that the survey is of another category (as -built survey), such as the recombination of existing
parcels, a court-ordered survey, or other exception to the definition of subdivision.
I certify that this plat does not meet G.S. 47-30 as amended.
I, John A. Rudolph, certify that this project was completed under my direct and responsible charge
from an actual survey made under my supervision; that this As -built survey was performed at the 95
percent confidence level to meet Federal Geographic Data Committee Standards; that this survey
was performed to meet the requirements for a topographic/planimetric survey to the accuracy of
Class B and vertical accuracy when applicable to the Class B standard, and that the original data
was obtainedl�k pexeroOpf, 2015; that the survey was completed on April 23, 2018; and all
coordina` Grid'NAD'83(2011) and all elevations are assumed elevations.
p
sig
John Rudolph, PLS Datea2018.113014:05:03u05' nby John �" PLS
SEAL r = Surveyor L-4194
L-4194
°yY,o SUR ` °,
a
��1li1141111
LINE DATA ALONG
SECTION "F"
LINE DATA ALONG
SECTION "A"
LINE
BEARING
DISTANCE
L1
N50°14'50"W
386.55'
L2
N19°23'30"W
47.96'
L3
S60o5TO7W
168.62'
L4
S20°43'02"E
108.65'
L5
N90°00'00"E
65.83'
L6
S62°17'41"E
40.13'
L7
S46°22'12"E
42.21'
L8
S30°31'01"E
42.26'
L9
S10°26'17"E
52.20'
L10
S25°38'22"W
1 78.65'
L11
S25°18'45"W
1 65.13'
LINE DATA ALONG
SECTION "F"
LINE DATA ALONG
SECTION "B"
LINE
BEARING
DISTANCE
L12
S29°51'47"W
37.92'
L13
S12°31'02"E
58.74'
L14
S79°33'10"W
46.00'
L15
S24°38'17"W
230.21'
L16
S09°04'51"W
204.16'
L17
S53°58'05"E
126.72'
L18
S59°52'22"E
189.13'
L19
S71 °25'43"E
156.03'
L20
N65°24'44"E
24.50'
L21
S66°26'05"E
111.73'
L22
S22°07'56"W
140.12'
L23
S75°35'13"W
75.94'
L24
N60°36'07"W
132.76'
L25
N88°47'22"W
88.31'
L26
N65°43'33"W
36.31'
L27
N53°53'14"W
183.36'
L28
N88°12'50"W
161.69'
L29
N07°31'00"W
79.64'
L30
N23°10'44"W
89.44'
L31
NO2°36'46"E
97.74'
L32
N09°57'21"E
150.72'
L33
N19°45'00"E
173.29'
L34
N26°23'11"E
1 110.46'
L35
N29;3 1'13"E
1 193.91'
L36
S46°04'22"E
I 174.91'
LINE DATA ALONG
SECTION "F"
LINE DATA ALONG
SECTION "C"
LINE
BEARING
DISTANCE
L37
S88°12'50"E
153.68'
L38
S53°53'14"E
47.80'
L39
S00°00'00"E
57.78'
L40
S09°04'30"W
92.06'
L41
S32°26'01"W
213.62'
L42
S47°45'08"W
46.43'
L43
S60°36'40"W
46.98'
L44
S76°41'10"W
237.29'
L45
S89°43'08"W
168.94'
L46
S17°04'59"W
118.90'
L47
S88°46'52"E
39.29'
L48
N12°52'14"E
68.54'
L49
N86°05'45"E
1 56.14'
L50
N52°51'25"E
29.54'
L51
N80°56'37"E
170.00-
L52
N32°16'25"E
145.43'
L53
N01°12'18"W
120.71'
LINE DATA ALONG
SECTION "F"
LINE DATA ALONG
SECTION "D"
LINE
BEARING
DISTANCE
L54
S55°09'58"E
81.42'
L55
S63°58'31 "E
58.08'
L56
N75°39'51"E
61.75'
L57
588°34'00"E
76.40'
L58
S41 °05'41 "E
26.63'
L59
S89°29'00"E
70.66'
L60
S82°43'05"E
30.16'
L61
S75°45'11"E
57.07'
L62
N5214'01"E
41.85'
L63
N79°11'54"E
79.78'
L64
S67°03'37"E
97.09'
L65
S01 °35'56"W
118.72'
L66
S01°19'17"W
59.93'
L67
SO °24'36"W
23.96'
L68
N82°29'11"W
439.10'
L69
N82°06'01"W
144.51'
L70
N0745'55"W
15.21'
L71
N60°30'57"W
118.54'
172
N22°07'56"E
157.95'
LINE DATA ALONG
SECTION "F"
LINE DATA ALONG
SECTION "E"
LINE BEARING
DISTANCE
L73
S16°40'08"E
54.30'
L74
S36°44'35"E
41.34'
L75
S08°14'41"E
48.19'
L76
S01 °29'57"W
54.74'
L77
S40°50'44"E
43.79'
L78
S20°23'32"E
43.84'
L79
1 S07°32'33"W
53.34'
L80
S30°28'07"E
193.40'
L81
S36°46'16"E
118.14'
L82
SO4°23'40"E
41.13'
L83
N89°00'30"W
127.38'
L84
N88°36'06"W
317.72'
L85
N88°45'40"W
84.49'
L86
N23°08'49"E
86.10'
L87
N57°31'47"E
204.46'
L88
N13°26'40"W
254.94'
L89
N09°17'14"W
146.42'
L90
N20°09'11"W
33.25'
L91
N10°2TOVE
15.07'
L92
S82°06'01"E
161.65'
LINE DATA ALONG
SECTION "F"
LINE BEARING
DISTANCE
L93 S2718'37E
195.44'
L94 S05°45'28"E
188.75'
L95 S33°45'54"E
276.57'
L96 S17°06'24"E
246.14-
L97 S38°31'55"E
98.34'
L98 S89°05'23"E
70.18'
L99 N31°26'43"E
151.60'
L100 N31 °52'34"W
236.04'
L101 N60°47'46"W
171.95'
L102 N13°20'39"E
225.02'
L103 N58°01'51"E
111.61'
L104 S68°51'25"E
52.55'
L105 N22°59'34"E
173.54'
L106 N13°25'49"W
328.00-
L107 N31°12'43"E
160.91'
L108 S49°08'44"E
144.27-
L109 S14°56'37"W
131.59'
L110 S21°21'05"E
190.68'
L111 S84°19'51"E
67.84'
L112 N14°40'07"E
86.18'
L113 N39°32'30"E
75.59'
L114 S65°33'20"E
135.54'
L115 S19°19'04"W
95.24'
L116 S23°27'27"W
120.32'
L117 S40°19'12"W
136.00'
L118 S31°56'41"W
140.26'
L119 S53°39'25"W
108.30'
L120 S21 °06'45"E
104.32'
L121 SO4°17'30"W
77.76-
L122 S52°16'43"E
59.39'
L123 S02°53'00"E
173.99'
L124 S34°13'31"W
242.80'
L125 S06°35'47"W
44.83'
L126 S86°57'45"W
170.98'
1127 N80°12'58"W
56.39'
L128 N42°37'07"W
178.13'
L129 N22°43'54"W
85.65'
L130 N12°45'55"W
140.61'
L131 N37°25'28"W
75.41'
L132 N28°55'22"W
180.88'
L133 N35°06'31"W
84.11'
L1341 N08°57'04"W
226.79'
L135 N49°35'02"W
56.01'
L136 N07
11 141.57'
L137 N81°59'16"E
125.99'
LINE DATA ALONG
SECTION "G"
LINE BEARING
DISTANCE
L138 N48°32'04"E
140.69'
L139 N60°3729"E
112.81'
L140 S58°16'16"E
53.19'
L141 SO4°42'22"E
111.57'
L142 S66'22'1 8"W
154.99'
L143 N65°33'221W
127.56'
LINE DATA ALONG
SECTION "H"
LINE BEARING
DISTANCE
L144 N86°57'45"E
139.58'
L145 S02°57'29"E
62.05'
L146 S17°33'46"W
44.98'
L147 S19°58'41"E
60.84'
L148 S74°38'16"W
75.34'
L149 S58°09'52"W
69.16'
L150 N17°18'01W
60.06'
L151 N17°18'01"W
60.06'
L152 N10°11'40"E
97.93'
LINE DATA ALONG
SECTION "I"
L NEI BEARING
DISTANCE
L1531 S09°15'50"E
31.63'
L154 S26°32'36"W
49.85'
L155 S48°06'34"E
65.84'
L156 S18°47'21"E
124.50'
L157 S1712'50"W
72.99'
L158 S50°06'53"W
136.49'
L159 S13°28'55"W
108.19'
L160 SO4°09'39"W
114.13'
L161 S60°23'14"W
86.76'
L162 S60°23'14"W
86.76'
L163 N01°47'28"W
26.90'
L164 N07°30'56"W
47.68'
L165 N20°30'52"W
55.12'
L166 N34°56'41"W
27.93'
L167 N46°07'5677
19.07'
L168 N59°09'38"E
60.71'
L169 N16°47'24"E
198.31'
L170 N38°07'44"E
130.60'
L171 N42°45'39"W
128.46'
L172 N34°34'12"E
166.16'
L173 S62°12'08"E
52.99'
L174 N81°27'41"E
51.49'
LINE DATA ALONG
SECTION "J"
BEARING
DISTANCE
S34°34'12"W
157.33'
N68°13'03"W
58.86'
rLINE
N89°06'19'W76.32'
38.39'
N10°50'03"E
396.50'
S65°53'43"E
201.68'
FEMA FLOOD STATEMENT:
A PORTION OF THE AREA REPRESENTED BY THIS PLAT IS
LOCATED INA FLOOD HAZARD BOUNDARY ACCORDING
TO FEMA MAP NUMBER(S) 3710896000K & 3710897200J,
ZONE(S): X, SHADED XAND AE DATED: SEPTEMBER 28,
2007.
LINE DATA ALONG
CENTERLINE OF
ACCESS EASEMENT 8
LINE BEARING
DISTANCE
L180 S02°59'05"W
267.75'
L181 S28°06'36"W
33.05'
L182 S75°01'06"W
38.39'
L183 N87°12'41"W
396.50'
L184 S78°33'22"W
37.69'
L185 S48°12'29"W
26.76'
L186 S24°22'34"W
42.01'
L187 S10°05'09"W
49.82'
L188 S02°48'58"W
248.48'
L189 S00°12'39"W
63.00'
L190 S08°36'40"E
344.66'
L191 S12°30'17"E
178.60'
L192 S14°38'44"E
221.97'
L193 S11°39'05"E
1 104.43'
L194 S07°21'24"E
87.79'
L195 S14°35'21"W
63.80'
L196 S25°44777
97.48-
L197 S23°33'34"W
33.61'
L198 S22°13'19"W
37.50'
L199 S15°00'32"W
87.66'
L200 S11°48'22"W
182.83'
L201 S09°41'29"W
123.33'
L202 S06°43'30"W
227.57'
L203 S14°46'08"W
88.49'
L204 S30°08'52"W
71.93'
L205 S45°42'41 "W
61.19'
L206 S53°09'51"W
115.42'
L207 N74°46'04"W
288.05'
CONSERVATION EASEMENT
ACREAGE DATA:
SECTION "A"
1.37 ACRES±
SECTION "B"
5.40 ACRES±
SECTION "C"
2.99 ACRES±
SECTION "D"
2.83 ACRES±
SECTION "E"
3.59 ACRES±
SECTION "F"
12.34 ACRES±
SECTION "G"
0.68 ACRES±
SECTION "H"
0.62ACRES±
SECTION "1"
2.69 ACRES±
SECTION "J"
0.63 ACRES±
TOTAL CONSERVATION
EASEMENT IS 33.14 ACRES±
EXCLUDING ALL EASEMENTS
AND RIGHT-OF-WAYS BY
COORDINATE COMPUTATION
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DRAWN BY: FGR
DATE: 11/30/18
SURVEYED BY: J.A.R.
DWG. NO.
RSS129RB18rev
SHEET
1 OF 10

METADATA CORNER
DESCRIPTIONS
CORNER
DESCRIPTION
(TIE DOWN)
15.41' Ito
so
1.0" O.D. IRON PIPE 1.5'ABOVE GRADE
Sos
1.0" O.D. IRON PIPE 0.3' BELOW GRADE
so4 THRU sos
7" O.D. AXLE 0.1' ABOVE GRADE
(TIE DOWN
1.5" O.D. PUMP PIPE 3.55' ABOVE
sas
GRADE WITNESSED BY 3/4" O.D. IRON
62.72'
PIPE 0.5' ABOVE GRADE AND BY 8"x5"
(TIE DOWN)
ROCK 0.3' ABOVE GRADE
sal
3/4" O.D. IRON PIPE 0.3' ABOVE GRADE
soa
1/2" O.D. IRON PIPE 1.5' ABOVE GRADE
sos
1.0" O.D. IRON PIPE0.6'ABOVE GRADE
510
1.0" O.D. IRON PIPE0.8'ABOVE GRADE
E)
1/2" O.D. IRON PIPE0.4'ABOVE GRADE
0
1.0" O.D. IRON PIPE07ABOVE GRADE
E)
1.0" O.D. IRON PIPE (BENTATTOP)
EXISTING CENTERLIN
0.1' BELOW GRADE
514
1.0" O.D. IRON PIPE 0.9'ABOVE GRADE
s1s
1.0" O.D. IRON PIPE 0.8' ABOVE GRADE
516
1.0" O.D. IRON PIPE 0.4'ABOVE GRADE
IL135
1.5" O.D. PUMP PIPE 3.45'ABOVE
s17
GRADE WITNESSED BY 1.0" O.D.
NMC
PINCHED -TOP IRON 0.8' ABOVE
1
GRADE, BENT
s1a
No. 5 REBAR FLUSH WITH GRADE
s1s
1/2" O.D. IRON PIPE 04ABOVE GRADE
szo
1.0" O.D. IRON PIPE 07ABOVE GRADE
0
6"x7" ROCK 1.4' ABOVE GRADE
52 AND 523
1.0" O.D. PINCHED -TOP IRON 0.1'ABOVE
ACCESS EASEMENT 8
GRADE
524 AND 526
No. 5 REBAR FLUSH WITH GRADE
S10°48'4011N
519 EIP?
230.35'
'
(TIE DOWN)
15.41' Ito
N67'22'59"WBENTON
65
I
S10°50'03"
283.40' ACCESS EASEMENT FOR INGRESS,
EGRESS& REGRESSAND FUTURE -
50.6
(TIE DOWN) NMC
PTI 1_181 UTILITY EASEMENT TO BE
RESTORATION
ED TO RESTORATION
- CONVEYED
1_183
(TIE DOWN
NMC NMC SYSTEMS, LLC. E
BY COORDINATE COMPUTATION)
1_162
N10°50'03"E
4ROCK
62.72'
NC GRID COORDINATE
(TIE DOWN)
N=920,539.5697' ISS 518 105
RESTORATION SYSTEMS, LLC. oN
T
E=1,874,693.3897'
JI
ISS, REFERENCE s'
COORDINATE COMPUTATION) �'I
1_167;
L166 -
L165
L164
1_161
/
R W
_ SECTION "J"J I
EO_p
R Ly Cop
sz PTI ISS
© 526 \
880°28'55"E
0.63 Acres
15.41' Ito
N67'22'59"WBENTON
65
(TIE DOWN) ACCESS EASEMENT
N04°21'37"E fI I J NEW 20' WIDE NON-EXCLUSIVE
L104
283.40' ACCESS EASEMENT FOR INGRESS,
EGRESS& REGRESSAND FUTURE -
L185 NMC
1_186 NMC
(TIE DOWN) NMC
PTI 1_181 UTILITY EASEMENT TO BE
RESTORATION
ED TO RESTORATION
- CONVEYED
1_183
NMC
NMC
NMC NMC SYSTEMS, LLC. E
BY COORDINATE COMPUTATION)
1_162
r ---INGRESS, EGRESS & REGRESS NMC
(10' ON EACH SIDE OF CENTERLINE) A
SEE GENERAL NOTE 2, SHEET 2 OF
NMC
NC GRID COORDINATE
1_174 TO CONVEYED TO
N=920,539.5697' ISS 518 105
RESTORATION SYSTEMS, LLC. oN
T
E=1,874,693.3897'
JI
ISS, REFERENCE s'
COORDINATE COMPUTATION) �'I
POINT ONLY
NMC SUITABLE
FOR GPS ONLY
ap
ON N(°
NMC
las L137
TO BE CONVEYED TO RESTORATION
91
EXISTING CENTERLIN
! 104
w i9w
OF SOIL & GRAVEL--'
]s 78
FARM PATH
I o
1a4 13a 92 1 U �
L77
NO
IL135
cr0 101 � (�04 103
1
i A
NMC
a
93 V
0
1
132 !
INGRESS, EGRESS & REGRESS O
-J
AND FUTURE UTILITY EASEMENT Q� 20.08'
w"� i9S 100
NMC �
1a1 4
707
L122
i O
\N
O
130 !�"' loo
ACCESS EASEMENT 8
f
NEW 20' WIDE NON-EXCLUSIVE NMC
ACCESS EASEMENT FOR INGRESS,
129 i it
EGRESS & REGRESS AND FUTURE i
w
�o 52
UTILITY EASEMENT TO BE CONVEYED��
NMC
95
oil
TO RESTORATION SYSTEMS, LLC.
- 1.66 ACRES± BY COORDINATE f
12a
li9�
(AREA
a
L98
COMPUTATION) (10' ON EACH SIDE OF
CENTERLINE)SEE GENE RAL NOTE I,
1_129 27 97
' NMC
SHEET20F2
G�rO
(
NMC 7c'd
NMC
GL12L125-,,Ll'L126
/ 126
_1987
MC
1_127
rn NMC
M,D"��
L144
/
NMC/
1
/ OO�Q �� L151 NMC
O
1_150
_ SECTION "J"J I
10 NMC
"H"
0.63 Acres
SECTION
0.62 Acres
N67'22'59"WBENTON
65
113 ^
20.44' ACCESS EASEMENT 9 525
BRANCH
(TIE DOWN) NEW 20' WIDE NON-EXCLUSIVE N
21.77040E Nor AP O'ERTY3 TO NMC /
ACCESS EASEMENT FOR
145.56'
r ---INGRESS, EGRESS & REGRESS NMC
42 .CCE L91
S EASEMENT 4
r L173 AND FUTURE UTILITY EASEMENT
/ N
1_174 TO CONVEYED TO
115
RESTORATION SYSTEMS, LLC. oN
T
NOTE:
ET
(AREA =0.01 ACRES±BY N
NEW 20' WIDE NON-EXCLUSIVE ACCESS 32
COORDINATE COMPUTATION) �'I
FOR COMPLETE MAP OF RECORD
4 1_153
L154 NMC
REFER TO M.B. 17, PG. 4
L155 N
15 51
REGRESSAND FUTURE UTILITY EASEMENT
1_204 NMC
i
(TIE DOWN ONLY,
TO BE CONVEYED TO RESTORATION
\
QO;,
NMC
SYSTEMS, LLC. (AREA = 0.01 ACRES±BY 31
A L157 \ -gNMC
]s 78
C
SECTION "I"
2.69 Acres
NCS
(s0'
444S, Ey R�1p8
\ W P\C QD O)
`J \ 526526 16\
EG
0
N_
EE
-`43141
L142
0
z z
77
m
�° I
109 ,-
113 ^
0.68 Acres (TIE 1046OWN .45 - _
Lm r10
S06°37'58"E
21.77040E Nor AP O'ERTY3 TO NMC /
INSCRIBED:
"CONSERVATION
145.56'
(TIE DOWN) LINE)
42 .CCE L91
S EASEMENT 4
(TIE DOWN)
/ N
2
115
J
ACCESS EASEMENT 2
3
ACCESS EASEMENT FOR L90
ae
NEW 20' WIDE NON-EXCLUSIVE ACCESS 32
0
Z
S24°30'34"E
EASEMENT FOR INGRESS, EGRESS &
12.34 Acres
393.47'
REGRESSAND FUTURE UTILITY EASEMENT
ns
(TIE DOWN ONLY,
TO BE CONVEYED TO RESTORATION
\
NOTA PROPERTY LINE)
SYSTEMS, LLC. (AREA = 0.01 ACRES±BY 31
E7
]s 78
COORDINATE COMPUTATION)
38 1_140
139 S17°44'31"W �
NMC 39
1_138 �. 147.91'
!-. L141 (TIE DOWN)
EIP 50 O 00 O
Oa O
up(D 1_5
F L2
kEIP 2 0 6 `
\so3 F SECTION "A"
Up 1.37 Acres
�7
\ 36
�y �ize
12
s 1_132 13
1_113 v
-`43141
L142
'o m
77
SECTION "G" �NBo°05'S5"W /
109 ,-
113 ^
0.68 Acres (TIE 1046OWN .45 - _
Lm r10
WITH YELLOW
PLASTIC CAP
21.77040E Nor AP O'ERTY3 TO NMC /
INSCRIBED:
"CONSERVATION
114
(TIE DOWN) LINE)
42 .CCE L91
S EASEMENT 4
/ N
NEW 20' WIDE NON-EXCLUSIVE s9
115
J
ACCESS EASEMENT 2
3
ACCESS EASEMENT FOR L90
ae
NEW 20' WIDE NON-EXCLUSIVE ACCESS 32
SECTION 'T" y
L74
73 L75 SO4°21'29"E
EASEMENT FOR INGRESS, EGRESS &
12.34 Acres
61.40'
74
REGRESSAND FUTURE UTILITY EASEMENT
ns
1_76 (TIE DOWN)
TO BE CONVEYED TO RESTORATION
SYSTEMS, LLC. (AREA = 0.01 ACRES±BY 31
E7
]s 78
COORDINATE COMPUTATION)
L77
ACCESS EASEMENT 6 G
11a
]] L78
f rn
NEW 20' WIDE NON-EXCLUSIVE Q /
ACCESS EASEMENT FOR /4
w J
78
,o C
Q' NO3'27'0 "W
INGRESS, EGRESS & REGRESS O
-J
AND FUTURE UTILITY EASEMENT Q� 20.08'
119 1_721
"IF le
O
.4
TO BE CONVEYED TO 4t� J (TIE DOWN)
L122
SECTION
3.59 Acres CP -
RESTORATION SYSTEMS, LLC. m
h, E
120
(AREA = 0.01 ACRES± BY J
COORDINATE COMPUTATION)
121
_� / L50
�o 52
86 w
NCDOT s1 1_51
CONCRETE
r
122
BRIDGE J Q L42
(TYPICAL)
4s 1_49
47
,ryb'
L47 1_44
METADATA CORNER
DESCRIPTIONS
ALONG CONSERVATION
EASEMENTS
CORNER
DESCRIPTION
ECTION "C' a1 123 7o
UNNAMED
2.88 Acres 2a
EIP T
509
0 THRU 136
No. 5 REBAR
69
FLUSH WITH GRADE
SANDS 139
WITH YELLOW
PLASTIC CAP
141 THRU 166
INSCRIBED:
"CONSERVATION
(TIE DOWN)
EASEMENT"
S13°11'00"W BENTON 46 L45 4s
20.83' BRANCH �p�
124 (TIE DOWN)
r� ACCESS EASEMENT 7
1aq �L145 NEW 20' WIDE NON-EXCLUSIVE 4
1_146 ACCESS EASEMENT FOR
INGRESS, EGRESS & REGRESS
1_147 AND FUTURE UTILITY EASEMENT
NMC TO BE CONVEYED TO
RESTORATION SYSTEMS, LLC.
-1148 (AREA =0.01 ACRES- BY
149 COORDINATE COMPUTATION)
LEGEND:
ISS - IRON STAKE SET
ECM - EXISTING CONCRETE MARKER
EIP - EXISTING IRON PIPE
EN - EXISTING NAIL
MNS - MAG NAIL SET
EIS - EXISTING IRON STAKE
EPP - EXISTING PUMP PIPE
PPS - PUMP PIPE SET
NMC - NON-MONUMENTED CORNER
R/W - RIGHT OF WAY
EOP - EDGE OF PAVEMENT
E/B - EASEMENT BOUNDARY
CL - CENTERLINE
•UP - UTILITY POLE
M.B. - MAP BOOK
D.B. - DEED BOOK
PG. - PAGE
No. 5 REBAR FLUSH WITH GRADE WITH YELLOW CAP
INSCRIBED: "CONSERVATION EASEMENT"
CONSERVATION EASEMENT LINE
- - - - - TIE DOWN LINE
_ RIGHT OF WAY LINE OR
ADJOINER LINE
E UTILITY LINE
i
i ACCESS EASEMENTS
30' PIEDMONT ELECTRIC MEMBERSHIP
CORPORATION RIGHT-OF-WAY
14
S86°37'57"E
225.98'
(TIE DOWN)
1_7
1_8 04 AXLE C} $- S86°34'31"E
0 AXLE 325.99' EPP s
1_9 ACCESS EASEMENTI
NEW 20' NON-EXCLUSIVE ACCESS EASEMENT FOR
INGRESS, EGRESS & REGRESS AND FUTURE
UTILITY EASEMENT TO BE CONVEYED TO
RESTORATION SYSTEMS, LLC. (AREA =0.03 ACRES -
BY COORDINATE COMPUTATION)
829°47'06"W 30' PIEDMONT ELECTRIC
59.33' MEMBERSHIP CORPORATION
(TIE DOWN) RIGHT-OF-WAY (15' ON EACH SIDE
�OF ABOVE GROUND UTILITY LINE)
F,�y,
PER D.B. 448, PG. 444
ACCESS EASEMENT 3
NEW 20' WIDE NON-EXCLUSIVE ACCESS
EASEMENT FOR INGRESS, EGRESS &
REGRESS AND FUTURE UTILITY EASEMENT EXISTING 10'
OTO BE CONVEYED TO RESTORATION SOIL &GRAVEL
17 (7) SYSTEMS, LLC. (AREA=0.03 ACRES±BY FARM PATH
COORDINATE COMPUTATION)
SECTION "B"
5.40 Acres is (7g 19 1_20 S67°20'16"E
60.00'
L28 28 1_79 Q (TIE DOWN)
1_37 ae (2j zo �7 22 54 L557 c L57
V 26 25 4 U V
- _8_ -
O 5] 13
ECTION "C' a1 123 7o
UNNAMED
2.88 Acres 2a
EIP T
509
1_58 59 60 61 O
s2
"D"
TRIBUTARY ()7
69
L70 SECTION
OF BENTON
O
L69 67 2.83 Acres
(TIE DOWN)
(TIE DOWN)
L68 1_67
42 .CCE L91
S EASEMENT 4
NEW 20' WIDE NON-EXCLUSIVE s9
1_92 L73
3
ACCESS EASEMENT FOR L90
ae
71 n
4a INGRESS, EGRESS & REGRESS
L74
73 L75 SO4°21'29"E
AND FUTURE UTILITY EASEMENT
61.40'
74
TO BE CONVEYED TO
1_76 (TIE DOWN)
RESTORATION SYSTEMS, LLC.
(AREA= 0.03 ACRES±BY
E7
]s 78
COORDINATE COMPUTATION)
L77
]] L78
f rn
w J
78
"IF le
O
ss
SECTION
3.59 Acres CP -
(9 EIP o- -9-
- _8_ -
"
EIP
TS88'45'40"E
EIP T
509
EIP
510
S89°00'30"E
153.61'
188.80'
(TIE DOWN)
(TIE DOWN)
S88°36'06"E 889°00'16"E
317.76' 99.02'
(TIE DOWN) (TIE DOWN)
EPP 51
EIP(9 N01°24'36"E
ss �
(TIE D
(TIE DOWN)
EIP G
N01 °26'19"E
---- 140.30'
(TIE DOWN)
EIP s14
N01 '20'35"E
��97,06'
EIP s13 (TIE DOWN)
N01°30'58"E
88.33'
s1
EIP (TIE DOWN)
2 I� N01°25'33"E
204.73'
41P E) (TIE DOWN)
EIP E)
-[H CARO/Digitally signed by
00 FiYSsio Z/ ""John John Rudolph, PLS
�V.7 $_udoIPh, PLS Date: 2018.11.30
Q SEAL r 14:05:33-05'00'
L-4194 SHEET 2 OF 10
�y0 CONSERVATION EASEMENT
�.SI�R�G 0 AS RECORDED IN
f�f q ...... • �a `\� M.B. 17, PG. 4
rrr�� LEYtR�D.B. 589, PG. 4378
0 200 400 800
1 " = 400'

Table 1. Jordan Lake: Haw River Sub -Watershed Credit Determination Table
14 Digit Watershed ID: 03030002030030
Riparian Buffer Mitigation Units
*Buffer
Credit Type
Total Area
Mitigation Ratio
Percentage of
Mitigation
Width
Width
Credit Type
Type
pull Credit
Units
Credits
Restoration (located on the right bank of
261.40 t12
920002.7886
1875074.1809
196.05 W
TOB -29 ft
the upper reach of Benton Branch
{0.006 ac}
1:1
75%
(0.004 ac)
Nitrogen
[Figure 5A, Appendix A]}
0.08
2249.36
179.95
25%
44.99
101-200 ft
454,860.87 W
I Restoration
0.48
454,860.87 ft2
TOB -100 ft
Restoration
(10.44 ac)
] :1
100%
(10.44 ac)
TOB -I00 ft
Enhancement via Cattle Exclusion (15A
406,754.51 ft'-
2.1
100%(4.65
203,377.25 ft2
918498.3961
NCAC 02B.0295 (o)(6)
(9.33 ac)
918635.2697
1873369.1311
ac)
101-204 ft
Enhancement via Cattle Exclusion (15A
3,385.53 ft'-
2.1
33%(0.01
558.61 ft2
919772.1620
NCAC 02B.0295 (o)(6)
(0.07 ac)
919583.8146
1877820.3731
ac)
TOB -100 ft
Preservation
218,084.721('-
10:1
100%
21,808.47 ft2
919169.1521
(Rural Subject Streams)
(5.00 ac)
918996.3141
1877847.5429
(0.50 ac)
TOB -29 ft
Preservation
254.87 ft2
10:1
75%
19,11 f}2
(Rural Subject Streams)
(0.005 ac)
(0.0004 ac)
680,820.36 ft2
Total Riparian Buffer Mitigation Units
(15.62 ac)
Jrltt1 .5 Ur IU
AS -BUILT
CREDIT AREA PLAN
INDEX SHEET
250 500 1000
Nutrient Offset Credits
**Suffer
NORTHING
Mitigation
Total
GeneratedGenerated
1875025.8518
Delivery
delivered
Width
Credit Type
Type
Acreage
Credits per
Credits
Factor
Credits
920002.7886
1875074.1809
6
920015.4851
Acre
7
920254.5101
1875270.0257
101-200 ft
Nitrogen
Restoration
0.08
2249.36
179.95
25%
44.99
101-200 ft
I Phosphorus
I Restoration
0.48
143.81
11.50
8%
0.92
* 10H-20 ft - buffer is less than 2U ft from the 108 and therefore qualifies for no credit.
TOB -29 ft = Buffer width is contiguous from TOB, is a minimum of 20 R from the TOB and a maximum of29 ft from the TOB,
and qualifies for 75% credit.
TOB -100 ft = Buffer width is contiguous from TOB, is a ininimum of 29 ft from the TOB and a maxi inuin of 100 ft from the TOB,
and qualifies for 100% credit.
101-200' = Buffer width is contiguous from TOB, is a minimum of 101 ft from the TOB and a maximum of 200 ft from the TOB,
and qualifies for 33% credit.
"Buffer mitigation credits are sought from top of bank to 100 feet. Beyond buffer credit generating areas, RS is proposing nutrient
offset credits out to a maximum of 200 feet for a contiguous riparian restoration from top of bank to 200 feet where possible.
CONSTRUCTION LEGEND:
STREAM CHANNEL= 3.41 ac
. ORIGIN POINT ON CVS PLOTS
LiCVS PLOTS
RIPARIAN BUFFER RESTORATION AREA
(TOB - 29FT) = 0.006 AC. (261.40 SQ. FT)
RIPARIAN BUFFER RESTORATION AREA
(TOB - 100FT) = 10.44 AC. (454,860.88 SQ. FT)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (TOB - 100FT)
= 9.25 AC. (402,992.21 SQ. FT)
_RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (101 - 200FT)
= 0.17 AC. (7,209.45 SQ. FT)
_RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT)
RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 29FT) = 0.006 AC. (254.88 FT)
_NUTRIENT OFFSET CREDIT AREA(101-200 FT)
= 0.08 AC. (3,600.74 SQ. FT)
WETLAND MITIGATION CREDIT AREA =4.56 AC.
CONSTRUCTED BMP FOOTPRIINT
(NO CREDIT) = 0.02 AC.
CONSERVATION EASEMENT LINE
DISTANCES FROM TOB
SEAL PREVIOUSLY FENCED AREA
L-4194(FENCING REMOVED)
.� 47., Digitally signed by
O '% ' Qr o John Rudolph, PLS
4Rudolph, PLS Date: 2018.11.30
sht_EY RV %' 14:06:10 -05'00'
.I/t
CVS PLOTS COORDINATE
TABLE (COORDINATE AT THE PLOT
ORIGIN - )
X -SECT
NORTHING
EASTING
1
919323.7737
1875025.8518
2
919594.9293
1875165.6272
3
919749.8276
1875191.2200
4
919800.3498
1875052.9307
5
920002.7886
1875074.1809
6
920015.4851
1875288.4945
7
920254.5101
1875270.0257
8
920529.1448
1875593.4773
9
920596.0435
1875152.6107
10
919497.1114
1874895.5454
11
919749.1439
1874804.1435
12
919812.1251
1874678.5408
13
920231.8398
1874514.9072
14
918020.0592
1873269.7824
15
918155.4447
1873329.3695
16
918498.3961
1873450.2156
17
918635.2697
1873369.1311
18
920529.9676
1876873.5767
19
920293.9098
1876773.6099
20
919772.1620
1876946.8856
21
919583.8146
1877820.3731
22
919491.1926
1877551.5640
23
919351.2330
1877680.9881
24
919169.1521
1877644.6683
25
918996.3141
1877847.5429

I
I START BENTON BRANCH
STA 0+00
BEGIN ENHANCEMENT II
UP
UP
NO CREDIT, / ' <\' \
'UP
F
F
50FT FROM TOB �
CONSTRUCTION LEGEND:
STREAM CHANNEL = 3.41 ac
. ORIGIN POINT ON CVS PLOTS
CVS PLOTS
RIPARIAN BUFFER RESTORATION AREA
(TOB - 29FT) = 0.006 AC. (261.40 SQ. FT.)
RIPARIAN BUFFER RESTORATION AREA
(TOB - 100FT) = 10.44 AC. (454,860.88 SQ. FT.)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (TOB - 100FT)
= 9.25 AC. (402,992.21 SQ. FT)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (101 - 200FT)
= 0.17 AC. (7,209.45 SQ. FT)
_RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT)
RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 29FT) = 0.006 AC. (254.88 FT)
_NUTRIENT OFFSET CREDITAREA (101-200 FT)
= 0.08 AC. (3,600.74 SQ. FT)
_ WETLAND MITIGATION CREDITAREA = 4.56 AC.
CONSTRUCTED BMP FOOTPRIINT
(NO CREDIT) = 0.02 AC.
CONSERVATION EASEMENT LINE
DISTANCES FROM TOB
PREVIOUSLY FENCED AREA
(FENCING REMOVED)
CARQC//f�: Digitally signed by
p
�: • p ,�, . yhn John Rudolph, PLS
Q� 9� • Rt-idolph, PLS Date: 2018.11.30
SEAL _ 14:06:37-05'00' SHEET 4 OF 10
L-4194
0: z = AS -BUILT
a¢�_ CREDIT AREA PLAN
4SHL EY RSO 0 50 100
I,��rrlilll�t��,
1 " = 100'
200

STREAM
CROSSING
WITH (2) 15" CMP
END UT -4B
END RESTORATION
UT -4
STA 2+89
START RESTORATION
UT -4A
STA 3+41
END RESTORATION
UT -4B
STA 0+69
END ENHANCEMENT II
START RESTORATION
UT -4B
STA 0+00
START ENHANCEMENT II
THIS AREA WAS PREVIOUSLY
FENCED AND LIVESTOCK HAD NO
ACCESS; THEREFORE, NO CREDIT
IS GENERATED 101 - 200 FT FROM TOB
10OFT FROM TOB
50FT FROM TOB
END UT -5
STA 0+00
END ENHANCEMENT II
5OFT FROM TOB
CONSTRUCTION LEGEND:
STREAM CHANNEL= 3.41 ac
. ORIGIN POINT ON CVS PLOTS
❑# CVS PLOTS
RIPARIAN BUFFER RESTORATION AREA
(TOB - 29FT) = 0.006 AC. (261.40 SQ. FT)
RIPARIAN BUFFER RESTORATION AREA
(TOB - 100FT) = 10.44 AC. (454,860.88 SQ. FT)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (TOB - 10OFT)
= 9.25 AC. (402,992.21 SQ. FT)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (101 - 20OFT)
= 0.17 AC. (7,209.45 SQ. FT.)
_RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT)
RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 29FT) = 0.006 AC. (254.88 FT)
_NUTRIENT OFFSET CREDITAREA (101-200 FT)
= 0.08 AC. (3,600.74 SQ. FT.)
_ WETLAND MITIGATION CREDITAREA = 4.56 AC.
CONSTRUCTED BMP FOOTPRIINT
(NO CREDIT) = 0.02 AC.
CONSERVATION EASEMENT LINE
DISTANCES FROM TOB
PREVIOUSLY FENCED AREA
(FENCING REMOVED)
John Digitally signed bj :qJohn Rudoh,
.
Rudolph, Date: 20181p1 30PL3
LS-4 94
PLS 14:07:45 -05'00' 0
...... O
-'HL EY ti9,',',••
SHEET b OF 10
AS -BUILT
CREDIT AREA PLAN
0 50 100 200
1"= 100'
F�
c --------7:Q_—
------
O
UT -4A
STA 0+76�0
�O
T
—I
UT -4A
END ENHANCEMENT II
'Li
0
W
STA 0+00
START RESTORATION
A O
O
START ENHANCEMENT II
O
W
THIS AREA WAS PREVIOUSLY
FENCED AND LIVESTOCK HAD NO
ACCESS; THEREFORE, NO CREDIT
IS GENERATED 101 - 200 FT FROM TOB
10OFT FROM TOB
50FT FROM TOB
END UT -5
STA 0+00
END ENHANCEMENT II
5OFT FROM TOB
CONSTRUCTION LEGEND:
STREAM CHANNEL= 3.41 ac
. ORIGIN POINT ON CVS PLOTS
❑# CVS PLOTS
RIPARIAN BUFFER RESTORATION AREA
(TOB - 29FT) = 0.006 AC. (261.40 SQ. FT)
RIPARIAN BUFFER RESTORATION AREA
(TOB - 100FT) = 10.44 AC. (454,860.88 SQ. FT)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (TOB - 10OFT)
= 9.25 AC. (402,992.21 SQ. FT)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (101 - 20OFT)
= 0.17 AC. (7,209.45 SQ. FT.)
_RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT)
RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 29FT) = 0.006 AC. (254.88 FT)
_NUTRIENT OFFSET CREDITAREA (101-200 FT)
= 0.08 AC. (3,600.74 SQ. FT.)
_ WETLAND MITIGATION CREDITAREA = 4.56 AC.
CONSTRUCTED BMP FOOTPRIINT
(NO CREDIT) = 0.02 AC.
CONSERVATION EASEMENT LINE
DISTANCES FROM TOB
PREVIOUSLY FENCED AREA
(FENCING REMOVED)
John Digitally signed bj :qJohn Rudoh,
.
Rudolph, Date: 20181p1 30PL3
LS-4 94
PLS 14:07:45 -05'00' 0
...... O
-'HL EY ti9,',',••
SHEET b OF 10
AS -BUILT
CREDIT AREA PLAN
0 50 100 200
1"= 100'

START UT -3
STA 0+00
BEGIN ENHANCEMENT II
13
SOFT FROM TOB
UT -3
STA 0+00
END ENHANCEMENT II
BEGIN RESTORATION
GJ,
.U3
CONSTRUCTION LEGEND:
STREAM CHANNEL= 3.41 ac
. ORIGIN POINT ON CVS PLOTS
#� CVS PLOTS
RIPARIAN BUFFER RESTORATION AREA
(TOB - 29 FT) = 0.006 AC. (261.40 SQ. FT.)
RIPARIAN BUFFER RESTORATION AREA
(TOB - 100FT) = 10.44 AC. (454,860.88 SQ. FT.)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (TOB - 100FT)
= 9.25 AC. (402,992.21 SQ. FT.)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (101 - 200FT)
= 0.17 AC. (7,209.45 SQ. FT.)
_RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT.)
RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 29 FT) = 0.006 AC. (254.88 FT.)
_NUTRIENT OFFSET CREDITAREA (101-200 FT)
= 0.08 AC. (3,600.74 SQ. FT)
_ WETLAND MITIGATION CREDITAREA = 4.56AC.
CONSTRUCTED BMP FOOTPRIINT
(NO CREDIT) = 0.02 AC.
CONSERVATION EASEMENT LINE
DISTANCES FROM TOB
PREVIOUSLY FENCED AREA
(FENCING REMOVED)
12
50FT FROM TOB
100FT FROM TOB
START UT -26
STA 0+00
BEGIN RESTORATION
50FT FROM TO
START UT -2
STA 0+00
BEGIN ENHANCEMENT I
UT -2
STA 1+30
END ENHANCEMENT I
BEGIN RESTORATION
qlL
200FT FROM TOB
UT -1
STA 6+95
END RESTORATION
100FT FROM TOB
UT -26
STA 02+58
END RESTORATION
200FT FROM TOB
100FT FROM TOB
��j111111rr11��
Q .••FrGSSIp•.•�r�
Digitally signed q ¢ SEAL
John John Rudolph, PL -5 L-4194
Rudolph, PLS Date: 2018.11.30 = p : yy
14:08:15 -05'00' �. v I
�.osiJR .. a .
1SHLIEY `R",..
SHEET 7 OF 10
AS -BUILT
CREDIT AREA PLAN
50 100
1"= 100'
200

CONSTRUCTION LEGEND:
STREAM CHANNEL= 3.41 ac
. ORIGIN POINT ON CVS PLOTS
#] CVS PLOTS
RIPARIAN BUFFER RESTORATION AREA
(TOB - 29FT) = 0.006 AC. (261.40 SQ. FT)
RIPARIAN BUFFER RESTORATION AREA
(TOB - 1 OOFT) = 10.44 AC. (454,860.88 SQ. FT)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (TOB - 100FT)
= 9.25 AC. (402,992.21 SQ. FT.)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (101 - 200FT)
= 0.17 AC. (7,209.45 SQ. FT)
®RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT.)
RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 29FT) = 0.006 AC. (254.88 FT.)
®NUTRIENT OFFSET CREDITAREA (101-200 FT)
= 0.08 AC. (3,600.74 SQ. FT)
WETLAND MITIGATION CREDIT AREA = 4.56 AC.
CONSTRUCTED BMP FOOTPRIINT
(NO CREDIT) = 0.02 AC.
CONSERVATION EASEMENT LINE
DISTANCES FROM TOB
PREVIOUSLY FENCED AREA
(FENCING REMOVED)
SOFT FROM TOB
STPFA^^
CROS
WITH (1) 48"
50FT FROM TOB
UT -1
STA 6+95
END RESTORATION
50FT FROM TOB
100FT FROM TOB
UT -2B
STA 02+58
END RESTORATION
UT -3
STA 12+61
END RESTORATION
50FT FROM TOB
UT -2
STA 16+67
END RESTORATION
�����Illrrrrl��
CA%
O' "Fess/o--Irl,':
-7
John Digitally signed— : Q 'r .
by John Rudol[Z, SEAL
Rudolph, PLS L-4194
Date: 2018.11.3a c— • y 0� —
PLS 14:08:46-05'00' :py.'Lo 5Z1R� Q¢:
�SHL EY 9
lj0HII;W
SHEET 8 OF 10
AS -BUILT
CREDIT AREA PLAN
0 50 100
1"= 100'
200

CONSTRUCTION LEGEND:
STREAM CHANNEL= 3.41 ac
. ORIGIN POINT ON CVS PLOTS
❑# CVS PLOTS
RIPARIAN BUFFER RESTORATION AREA
(TOB - 29FT) = 0.006 AC. (261.40 SQ. FT)
RIPARIAN BUFFER RESTORATION AREA
(TOB - 100FT) = 10.44 AC. (454,860.88 SQ. FT)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (TOB - 100FT)
= 9.25 AC. (402,992.21 SQ. FT)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (101 - 200FT)
= 0.17 AC. (7,209.45 SQ. FT)
_RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 100FT) = 5.01 AC. (218,408.10 SQ. FT)
RIPARIAN BUFFER PRESERVATION
ON RURAL SUBJECT STREAM
(TOB - 29FT) = 0.006 AC. (254.88 FT)
_NUTRIENT OFFSET CREDITAREA (101-200 FT)
= 0.08 AC. (3,600.74 SQ. FT)
_ WETLAND MITIGATION CREDIT AREA= 4.56 AC.
CONSTRUCTED BMP FOOTPRIINT
(NO CREDIT) = 0.02 AC.
CONSERVATION EASEMENT LINE
DISTANCES FROM TOB
PREVIOUSLY FENCED AREA
(FENCING REMOVED)
UT -6
STA 0+00
BEGIN ENHANCEMENT II
1:1►1.1:1i
FROM TOB
OFT FROM TOB
��111111���
CAR0''•,,
0 Vssio
Q SEAL Sohn
L-4194 Rudolph,
- o . A a
-PLS
.�SfyLEY 9\0 `\\~
�Ifr+11fI00\,
Digitally signed by
John Rudolph, PLS
Date: 2018.11.30
14:09:15 -05'00'
SHEET 9 OF 10
AS -BUILT
CREDIT AREA PLAN
0 50 100 200
1"= 100'
o
1
O
/UQ
Z Z
/
x
/
I
0
z
/
OFT FROM TOB
��111111���
CAR0''•,,
0 Vssio
Q SEAL Sohn
L-4194 Rudolph,
- o . A a
-PLS
.�SfyLEY 9\0 `\\~
�Ifr+11fI00\,
Digitally signed by
John Rudolph, PLS
Date: 2018.11.30
14:09:15 -05'00'
SHEET 9 OF 10
AS -BUILT
CREDIT AREA PLAN
0 50 100 200
1"= 100'

CONSTRUCTION LEGEND:
STREAM CHANNEL= 3.41 ac
.
ORIGIN POINT ON CVS PLOTS
#❑
CVS PLOTS
DMOHF
PLANTED AREA
MTW
CONSERVATION EASEMENT LINE
PLANTING SCHEDULE
ALL PLANTS WERE PLANTED
BY 03/17/18
Benton Branch
PLMAF
DMOHF
MTW
SSA
Total
Specd
Purchased
Specd
Purchased
Specd
Purchased
Specd
Purchased
Specd
Purchased
Alnus serrulata
27
❑
612
❑
639
❑
Betula nigra
694
975
612
1575
1306
2550
Carpinus caroliniana
938
0
1
938
0
Cephalanth us occidentalis
54
100
150
54
250
Cercis canadensis
704
1100
704
1100
Clethra alnifolia
41
❑
41
❑
Cornus amomum
694
700
41
75
2448
1550
3183
2325
Diosypros virginiana
469
0
469
0
Fraxinus americana
235
0
1
235
0
Fraxinus pennsylvanica
1387
140❑
1
2448
2500
3835
3900
Vaccinium corymbosum
27
0
27
❑
Liriodendron tulipifera
694
600
694
600
Platanus occidentalis
1287
1300
2448
2500
3735
3800
Nyssa sylvatica var. sylvatica
704
2000
704
2000
Quercu5nigra
1040
900
938
900
1224
1000
3202
2800
Quercusphellos
1040
1000
704
700
1224
1300
2968
3000
Salix nigra
1224
1225
1224
1225
Sambucus can adensis 1
54
100
450
54
550
Viburnum nudum 1
27
❑
27
0
6836
6875
4692
4700
271
275
12240
12250
24039
24100
(PLANTING SCHEDULE PROVIDED BY
AXIOM ENVIRONMENTAL)
1
I
I
I
I
�H GADO '•,,�
pQ"•SS�O
John Digitallysig&d�Q�O 9r
byJohn _= SEAL =
,
Rudolph,
RudolphL-4194
Date: 2018.T -1.30'••r �
PLS 14:09:45 -05'D00 92pO ' Q���
SHLiEY
SHEET 10 OF 10
AS -BUILT
PLANTING PLAN
0 200 400
9 " = 400'
800