20141149 Ver 7 _revised AsBuilt Survey _20180803

Strickland, Bev
From:
Sent:
To:
Subject:
Attachments:
Ray Holz <rholz@restoratio nsystems.com>
Friday, August 03, 2018 9:23 AM
Merritt, Katie
RE: [External] RE: Orphan Creek credit amounts
ORPHAN_AB_8-3-18.pdf
Raymond J. Holz I Restoration Systems, LLC
1101 Haynes St. Suite 211 I Raleigh, NC 27604
tel: [phone] I cell: 919.604.9314 I fax: [phone]
email: rholz(c restcrraticrnsyste s: ca
From: Merritt, Katie[mailto:[e-mail]]
Sent: Wednesday, August 01, 2018 5:22 PM
To: Ray Holz <[e-mail]>
Subject: RE: [External] RE: Orphan Creek credit amounts
Thank you.
From: Ray Holz [rnailtcr. rholz(c restcrraticrnsysterns:ccrrn]
Sent: Wednesday, August 01, 2018 6:38 AM
To: Merritt, Katie <kat e.rnerritt(c nedenr: cav>
Subject: RE: [External] RE: Orphan Creek credit amounts
ME
Attached is a revised As -built Table 1, and BPDP Table 4. 1 have asked K2 Design to revised the as -built survey and will
send that along as soon as possible.
M1.
Raymond J. Holz I Restoration Systems, LLC
1101 Haynes St. Suite 211 I Raleigh, NC 27604
tel: [phone] I cell: 919.604.9314 I fax: [phone]
email: rholz(c restcrraticrnsyste s: ca
1

From: Merritt, Katie mailto:katie.merrittp.ncdenr..ggyJ
.............................................................................._.
Sent: Tuesday, July 31, 2018 5:05 PM
To: Ray Holz <rholz( restcrraticrnsyste s. ca >
Subject: RE: [External] RE: Orphan Creek credit amounts
Hey Raymond,
Regarding the error. I would update the table in the report, send me the corrected table and yes, the survey should
reflect the same numbers.
Thanks
Katie
From: Ray Holz [rnailtcr. rholz(c restcrraticrnsysterns:ccrrn
Sent: Thursday, July 26, 2018 8:34 AM
To: Merritt, Katie <kat e._merrittC_ _n den_r:gcay>
Subject: [External] RE: Orphan Creek credit amounts
I do not have an answer for the error, a miss fire by someone that I did not catch. If you would like, I can update the as -
built report and send you a revised survey. Just let me know.
h�
Raymond J. Holz I Restoration Systems, LLC
1101 Haynes St. Suite 211 I Raleigh, NC 27604
tel: [phone] I cell: 919.604.9314 I fax: [phone]
email: rholz(c restcrraticrnsyste s: cam
From: Merritt, Katie mailto:katie.merrittp.ncdenr...g.pyJ
.............................................................................._.
Sent: Wednesday, July 25, 2018 3:01 PM
To: Ray Holz <rholz( restcrraticrnsyste s. ca >
Subject: Orphan Creek credit amounts
Hey Raymond,
As I was preparing the credit release letter for orphan creek, I noticed an error with the credit determination table
(Table 4 in BPDP). When adding the square footage of restoration (196,725.78) and enhancement (37,843.45) together
from Table 4 (for buffer credits), RS shows a total of 234,660.23 ft2 (5.39 acres). But when I add the two numbers
together, I get 234,569.23 ft2 (5.38 ac). The difference between the two numbers is nominal, but I want it to be
right. When looking at the unsigned AsBuilt survey submitted with the AsBuilt report, the numbers are the same as
shown in Table 4. However, since the survey isn't signed(/ will need a signed survey with the original seal stamp to
approve the report (81/2 X14 is acceptable), I wasn't sure if the numbers would change. Can you provide some insight
into this? Otherwise, I'm going to just use the 234,569.23 ft (5.38 ac) and explain there was an error in the BPDP.

Thank you,
Katie
Katie Merritt
Nutrient Offset & Buffer Banking Coordinator
401 & Buffer Permitting Unit
North Carolina Department ofEnvironmental Quality
Work:
Website: http://Portal.ncdenr.org/web/wq/401bufferpermitting
1617 Mail Service Center. Raleialh. NC 27699-1617
Email corresponclence to and Ironthis ackIrea isaublect to the
North CamfinaPublic Records Law and may bedisc/oaedhothird parfiea,

n Y A
v ,sem ny70 W�� VAN Ro
SITE R� C NG
Q7
0
PAyNE RD tiC'Y-
NC SR 2150 r42
7..2
VICINITY MAP (NTSJ
DEED REFERENCE(S):
BEING A PORTION OF THE PROPERTIES
RECORDED IN D.B. 752, PG. 265, D.B. 2484,
PG.606 & D.B. 1446, PG. 278 OF THE
ALAMANCE COUNTY REGISTER OF DEEDS.
MAP REFERENCE(S):
P.B. 62, PG. 124
P.B. 68, PG. 455
P.B. 75, PG. 479
P.B. 69, PG. 155
P.B. 71, PG. 139
CONSERVATION EASEMENT REFERENCE(S):
BEING ALL OF THE CONSERVATION
EASEMENT RECORDED IN D.B. 3593, PG. 888
OF THE ALAMANCE COUNTY REGISTER OF
DEEDS.
P.B. 78, PG. 68
FEMA FLOOD STATEMENT:
ALL OF THE AREA REPRESENTED BY THIS PLAT IS NOT
LOCATED INA FLOOD HAZARD BOUNDARY ACCORDING
TO FEMA MAP NUMBER(S) 3710980100J, ZONE(S):
SHADED X, DATED: SEPTEMBER 6, 2006.
GENERAL NOTES:
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) NC GRID COORDINATES ON POINT 119 OBTAINED VIA NC RTN (VRS) USING A
TOPCON HIPER SR RECEIVER ON APRIL 6, 2015 (GEOID 2012A).
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 obtaineggo Rebnw; ry% 2018; that the survey was completed on February, 20, 2018; and all
coordinates\, kVkVaa )�p_1<H Gunda 'NAD '83(2011) and all elevations are assumed elevations.
SEAL r = Surveyor L-4194
L-4194
O 9'Lp 0 Qr�� John Digitally signed by John
1,55S�Rv .•dam/; Rudolph, PLS
Date: 2018.08.03 09:11:27
�-HLEY1MI;R;?,.� Rudolph, PLS _04'00'
COORDINATES ALONG
CONSERVATION EASEMENT
Point
NORTHING
EASTING
2001
811379.5500
86.57'
1906667.1039
2002
811374.2432
L3
1906580.6981
2003
811472.8830
N22°54'40"W
1906331.2128
2004
811484.7634
175.70'
1906250.9314
2005
811627.8941
L7 I
1906190.4377
2006
811627.1260
1906366.1373
2007
811710.8562
S51°38'54"W
1906492.5131
2008
811731.6300
12.52'
1906529.7382
2009
811650.3698
L12
1906623.7264
2010
811574.1494
S78°04'44"E
1906527.3934
2011
811562.2690
220.37'
1906531.3510
2012
811520.9704
L16
1906649.5116
2013
811491.1869
N85°11'31"W
1906766.7021
2014
811467.9960
153.47'
1906876.5498
2015
811445.6268
L20
1907095.7790
2016
811369.8007
0.3' ABOVE GRADE
1907184.6317
2017
811191.5945
FLUSH WITH GRADE
1907018.4153
2018
811196.4815
1906960.3143
2019
811293.1412
1906841.1037
2020
811350.6441
1906797.5153
2021
811485.4997
1906223.4791
2022
811495.9756
1906073.6237
2023
811503.8443
1905884.9706
2024
811497.0462
1905788.1818
2025
811529.4101
1905709.2658
2026
811642.7022
1905735.9241
2027
811621.4184
1905798.4443
2028
811643.5806
1905919.4577
2029
811652.4163
1905926.8472
2030
811636.7949
1906066.8262
2031
811626.8741
1906163.7276
2032
811677.0782
1905931.2669
2033
811726.7673
1905958.8751
2034
811790.6029
1905971.3131
2035
811902.0033
1906031.9818
2036
811964.9211
1906094.6370
2037
812009.9224
1906162.267-
2038
812042.0873
1906216.6132
2039
811958.5199
1906313.1792
2040
811869.3792
1906188.0753
2041
811811.1085
1906142.4783
2042
811764.4355
1906105.9565
2043
811661.5094
1906070.7751
NOTE: ONLY CORNER #111 ISA
TRUE NORTH CAROLINA STATE
PLANE COORDINATE.
COORDINATES SHOWN ARE
BASED ON GROUND DISTANCES
TO MATCH PLAT.
LINE DATA ALONG
SECTION "A"
LINE
BEARING
DISTANCE
L1
S86°29'08"W
86.57'
L2
N68°25'39"W
268.28'
L3
N81 °34'56"W
81.16-
L4
N22°54'40"W
155.39'
L5
S89°44'58"E
175.70'
L6
N56°28'25"E
151.60'
L7 I
N60°50'09"E
42.63'
L8
S49°09'15"E
124.25'
L9
S51°38'54"W
122.84'
L10
S18°25'25"E
12.52'
L11
S70°44'05"E
125.17'
L12
S75°44'25"E
120.92-
L13
S78°04'44"E
112.27'
L14
S84°10'26"E
220.37'
L15
S49°31'22"E
116.81'
L16
S43°00'23"W
243.69'
L17
N85°11'31"W
58.31'
L18
N50°57'50"W
153.47'
L19
1\13709'47W
1 72.16'
L20
N7730'08"W
1 133.58'
METADATA CORNER
DESCRIPTIONS
ALONG CONSERVATION
EASEMENTS
CORNER
DESCRIPTION
SECTION "C"
1.33 ACRES±
O THRU zo
No. 4 REBAR
EASEMENTS AND RIGHT-OF-WAYS BY
FLUSH WITH GRADE
21 THRUzs
No. 5 REBAR
N67°42'04"W
FLUSH WITH GRADE
26 THRU az
No. 4 REBAR
116.39'
FLUSH WITH GRADE
33 THRU as
No. 5 REBAR
L27
FLUSH WITH GRADE
35 THRUas
G
No. 4 REBAR
N39°54'24"E
FLUSH WITH GRADE
CONSERVATION EASEMENT
ACREAGE DATA:
SECTION "A"
4.20 ACRES±
SECTION "B"
1.48 ACRES±
SECTION "C"
1.33 ACRES±
TOTAL CONSERVATION EASEMENT IS
7.01 ACRES± EXCLUDING ALL
EASEMENTS AND RIGHT-OF-WAYS BY
COORDINATE COMPUTATION
LINE DATA ALONG
SECTION "B"
LINE
BEARING
DISTANCE
L21
N86°00'04"W
150.22'
L22
N87°36'42"W
188.82'
L23
S85°58'57"W
97.03'
L24
N67°42'04"W
85.29'
L25
N13°14'28"E
116.39'
L26
S7112'00"E
66.04'
L27
N79°37'19"E
123.03'
L28
N39°54'24"E
11.52'
L29
S83°37'56"E
140.85'
L30S84°09'16"E
S38°02'36"W
97.41'
131
S22°54'40"E
153.48'
LINE DATA ALONG
SECTION "C"
LINE
BEARING
DISTANCE
L32
N29°03'27"E
56.84'
L33
N11°01'32"E
65.04'
L34
N28°34'22"E
126.85'
L35
N44°52'48"E
88.79'
L36
N56°21'28"E
81.23'
L37
N59°23'01"E
63.16'
L38
S49°06'32"E
75.65'
L39
S49°09'15"E
52.05'
L40
S54°31'44"W
153.61'
L41
S38°02'36"W
73.99'
L42
S38°02'36"W
59.26'
L43
S18°52'16"W
108.77'
L44
N83°37'56"W
140.37'
METADATA CORNER
DESCRIPTIONS
CORNER
DISTANCE
L45
DESCRIPTION
#
L46
01
1/2" IRON STAKE FLUSH WITH
L47
GRADE
oz
1.5" O.D. IRON PIPE
N49'09'1 SW
FLUSH WITH GRADE
os AND 1oa
1.0" O.D. IRON PIPE
31.92'
FLUSH WITH GRADE
N51°38'54"E
0.5" O.D. IRON PIPE
os
FLUSH WITH GRADE
os
1.0" O.D. IRON PIPE
FLUSH WITH GRADE
07
No. 5 REBAR
25.05'
FLUSH WITH GRADE
1oa
1.0" O.D. IRON PIPE
FLUSH WITH GRADE
G
CEDAR POST
o
1.0" O.D. IRON PIPE, DISTURBED
FLUSH WITH GRADE
111
CHISELED "X" IN APPROX. 1.5'x1.0'
ROCK 1.0 ABOVE GRADE
z AND 11a
R
No. 5 REBAR
FLUSH WITH GRADE
11a
1.0" O.D. IRON PIPE
0.35' ABOVE GRADE
11s
3/4" O.D. AXLE
0.4' ABOVE GRADE
11s
1.0" O.D. IRON PIPE
0.4' ABOVE GRADE
117
1.0" O.D. IRON PIPE
0.3' ABOVE GRADE
11a
1.0" O.D. IRON PIPE, DISTURBED
FLUSH WITH GRADE
LINE DATA ALONG
TIE DOWN LINES
LINE
BEARING
DISTANCE
L45
S87°48'47"W
26.73'
L46
S88°27'49"E
27.46'
L47
N49'09'1 5"W
67.72'
L48
N49'09'1 SW
119.06'
L49
S60°50'09'W
31.92'
L50
N51°38'54"E
30.54'
L51
I N49°09'15"W
323.13'
L52N49°06'32"W
424.96'
L53
S10°09'37"W
25.05'
L54
I N09°04'58"E
25.04'
CVS PLOTS COORDINATE
TABLE (COORDINATE AT THE PLOT
ORIGIN &)
CVS PLOT
NORTHING
EASTING
1
811582.9628
1905836.2793
2
811924.9200
1906169.3623
3
811505.6094
1906036.6720
4
811474.6937
1906351.6066
5
811622.2790
1906506.0562
6 1
811497.2784
1 1906548.7201
7
811319.3813
1 1906985.9253
50 100 200
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DRAWN BY: FGR
DATE: 08/03/18
SURVEYED BY: J.A.R.
DWG. NO.
RSS145RB18
SHEET
1"= 100' 1 OF 5

Tnhle 1. Jordan Take: flaw River Suh-Watershed Credit Determination Table
14 Digit Watershed 1D. 03030002050010
Riparian Buffer Miligal ion units
'Buffer
Width
Credit Type'
Total Area
Mitigation
.Ratio
Percentage of full Credit
Mitigation
from TOR
U
Q
(TOB - 100FT) = 4.52 AC. (196,725.78 SQ. FT)
Z_
NUTRIENT OFFSET CREDITAREA
Units
Width Credit Type
Mitigation
196,725.78
Generated Credits per
Generated
196,725.78 ft2
TOB-100ft
Restoration
ft,
1:01
1009/0
Credits
Factor
Credits
(4.516 ac)
Restoration
0.22
(4.516 ac)
494.86
Enhancement via Cattle
75,686.90
101-200 ft Phosphorus
Restoration
37,843.45 ft2
TOB -100 ft
Exclusion (15A NCAC 02B
ft,
201
1000/0
.0295 (ox6)
0,737 ac}
1 1
(0.868 ac)
W
'total Riparian Buffer -Mitigation Units234,569.23
(5.38 at)
Nutrient Offset Credits
SHEET 4
RESTORED STREAM CHANNEL
v
ORIGIN POINT ON CVS PLOTS
ElCVS
PLOTS
"'Buffer
RIPARIAN BUFFER RESTORATION AREA
U
Q
(TOB - 100FT) = 4.52 AC. (196,725.78 SQ. FT)
Z_
NUTRIENT OFFSET CREDITAREA
W
Width Credit Type
Mitigation
Total
Generated Credits per
Generated
Delivery
Delivered
from me
Type
Acreage
Acre
Credits
Factor
Credits
101-200 ft Nitrogen
Restoration
0.22
2,249.361bs/ac
494.86
74%
366.2
101-200 ft Phosphorus
Restoration
0.22
143.81 lbs/ac
31.64
66%
20.88
`TOB -20 ft - Buffer is less than 20 9 from the TOB and therefore qualifies for n0 credit.
TOB -29 ft = Buffer width is contiguous from TOB, is a ntittimum of 20 ft from the TOB and a maximum of 29 ft from the TOB, and qualities for 75% credit -
TOB -1 DO ft = Buffer width is contiguous from TOB, is a minimum of29 ft from the TOB and a maximum of l0D ft from the TOB, and qualifies for 100°.6 credit.
101-200' = Buffer width is contiguous from TOB, is a minimum of 101 ft from the TOR 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'. Beyond buffer credit generating areas, RS is proposing nutrient offset credits out to a maximum of 200' for a
contiguous riparian restoration from top of bank to 200' when passible.
Al
SHEET 3
0 150 300 600
1 " = 300'
5� A �\ P , `� "
CONSTRUCTION LEGEND:
SHEET 4
RESTORED STREAM CHANNEL
v
ORIGIN POINT ON CVS PLOTS
ElCVS
PLOTS
W
m �
Q W
RIPARIAN BUFFER RESTORATION AREA
U
Q
(TOB - 100FT) = 4.52 AC. (196,725.78 SQ. FT)
Z_
NUTRIENT OFFSET CREDITAREA
W
(101-200FT) = 0.22 AC. (9769.53 SQ. FT)
/Tj�49B\O�
RIPARIAN BUFFER ENHANCEMENT VIA
w U
CATTLE EXCLUSION (TOB - 100FT)
EIP(B
= 1.74 AC. (75,686.90 SQ. FT)
WETLAND MITIGATION CREDITAREA = 0.09 AC.
CONSTRUCTED BMP FOOTPRIINT
sy'L/'OSS`" .� \
(NO CREDIT) = 0.02 AC.
.1H% -00K_
CONSERVATION EASEMENT LINE
.P.
o�l /
5� A �\ P , `� "
CONSTRUCTION LEGEND:
Z
RESTORED STREAM CHANNEL
v
ORIGIN POINT ON CVS PLOTS
ElCVS
PLOTS
W
m �
Q W
RIPARIAN BUFFER RESTORATION AREA
U
Q
(TOB - 100FT) = 4.52 AC. (196,725.78 SQ. FT)
Z_
NUTRIENT OFFSET CREDITAREA
W
(101-200FT) = 0.22 AC. (9769.53 SQ. FT)
RIPARIAN BUFFER ENHANCEMENT VIA
w U
CATTLE EXCLUSION (TOB - 100FT)
= 1.74 AC. (75,686.90 SQ. FT)
WETLAND MITIGATION CREDITAREA = 0.09 AC.
CONSTRUCTED BMP FOOTPRIINT
(NO CREDIT) = 0.02 AC.
CONSERVATION EASEMENT LINE
DISTANCES FROM TOB
REVISIONS:
QUPDATED MITIGATION CREDIT TABLES 8/3/18
���tttllrrll/��
CARD
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SEAL
Ohn Digitally signed by
4 : L-4194yyO� 3L5
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:
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DRAWN BY: FGR
DATE: 08/03/18
SURVEYED BY: J.A.R.
DWG. NO.
RSS145RB18
SHEET
20F5

LEGEND:
\ \
<24
ISS - IRON STAKE SET
/
N
\
23
L23
za
L22 22 L21
END UT -3 RESTORATION
ECM -EXISTING CONCRETE MARKER
-0
o
STA 5+75.20 PIPED PERMANENT
/
EIP - EXISTING IRON PIPE
N
MNS - MAG NAIL SET
Uj /
42
COORDINATE
COMPUTATION
EIS - EXISTING IRON STAKE
L46
F�5S10 \
EPP - EXISTING PUMP PIPE
P.B. 68, PG. 455
o
PPS - PUMP PIPE SET
/
\
\ BRADSHAW
Z z
NMC - NON-MONUMENTED CORNER
/
_
\ D.B. 2093, PG. 12
= —
L-4194 :' —
c. Sohn
R/W - RIGHT OF WAY
EASEMENT FOR INGRESS, EGRESS
& REGRESS AND UTILITY
(1 \
\
/
EASEMENT PER P.B. 78, PG. 68
EOP - PLAT BOOK
/
/
R>
\ 110
`SNL EY Rv�`� PLS
(•,5011
D.B. - DEED BOOK
/
P.B. 71, PG. 139
\
/
PG. - PAGE
16 EIP
WILLIAMSON
O
\ START UT
• No. 4 REBAR FLUSH WITH GRADE
1"= 100'
D.B. 2484, PG. 606
(TRACT 2)
F� -3
\ 39 �� STA 0+00
/ O
z
A No. 5 REBAR FLUSH WITH GRADE / \
CONSERVATION EASEMENT LINE \
-----TIE DOWN LINE / \
RIGHT OF WAY LINE OR / \
ADJOINER LINE \ Spo
ACCESS EASEMENTS
O� \
CO
/ 35
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L53
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\
\
CONSTRUCTION LEGEND:
RESTORED STREAM CHANNEL
. ORIGIN POINT ON CVS PLOTS
#❑ CVS PLOTS
RIPARIAN BUFFER RESTORATION AREA
(TOB - 100FT) = 4.52 AC. (196,725.78 SQ. FT)
®NUTRIENT OFFSET CREDITAREA
(101-200FT) = 0.22 AC. (9769.53 SQ. FT)
RIPARIAN BUFFER ENHANCEMENT VIA
CATTLE EXCLUSION (TOB - 100FT)
= 1.74 AC. (75,686.90 SQ. FT)
WETLAND MITIGATION CREDITAREA = 0.09 AC.
CONSTRUCTED BMP FOOTPRIINT
(NO CREDIT) = 0.02 AC.
CONSERVATION EASEMENT LINE
DISTANCES FROM TOB
\ p ACCESS EASEMENT 3
EXISTING 30' WIDE NON-EXCLUSIVE ACCESS
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\ \ /
\ P.B. 71, PG. 139 <� &REGRESS AND UTILITY EASEMENT
WILLIAMSON L49
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\ D.B. 2484, PG. 606 \ ISS START UT -2
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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 - PLAT BOOK
D.B. - DEED BOOK
PG. - PAGE
• No. 4 REBAR FLUSH WITH GRADE
♦ No. 5 REBAR FLUSH WITH GRADE
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— — — — — TIE DOWN LINE
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PER P.B. 78, PG. 68 CEDAR
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DATE: 08/03/18
SURVEYED BY: J.A.R.
DWG. NO.
RSS145RB18
SHEET
4OF5
CONSTRUCTION LEGEND:
RESTORED STREAM CHANNEL
.
ORIGIN POINT ON CVS PLOTS
ElCVS
PLOTS
RIPARIAN BUFFER RESTORATION AREA
(TOB - 100FT) = 4.52 AC. (196,725.78 SQ. FT.)
NUTRIENT OFFSET CREDIT AREA
(101-200FT) = 0.22 AC. (9769.53 SQ. FT.)
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CONSERVATION EASEMENT LINE
ACCESS EASEMENT 3 0
EXISTING 30' WIDE NON-EXCLUSIVE ACCESS z DISTANCES FROM TOB
EASEMENT FOR INGRESS, EGRESS
& REGRESS AND UTILITY EASEMENT o9
PER P.B. 78, PG. 68 CEDAR
4 START UT -2 POST
STA 0+00 2�
(START AT 18" CMP)
i BEGIN RESTORATION i 2393°vNi \
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DATE: 08/03/18
SURVEYED BY: J.A.R.
DWG. NO.
RSS145RB18
SHEET
4OF5

CONSTRUCTION LEGEND:
RESTORED STREAM CHANNEL
PLANTING SCHEDULE
ALL PLANTS WERE PLANTED
BETWEEN 12/20/17 THROUGH 12/22/17
Orphan Creek
® ORIGIN POINT ON CVS PLOTS
MCVS PLOTS
IVITW
PLANTED AREA
SSA
CONSERVATION EASEMENT LINE
Specd
Planted
Specd
Purchased
+® EIS
Planted
Specd
Planted
Specd
Planted
Alnusserrulata
zpl 3 \
14
/ \ PS
BR
231
(Il D.B. 2093, PG. 12 /
\
\
C)
PB. 7175G. 139
WILLIAMSON \
EIP D.B. 2464, PG. 696
(TRACT2) G
Betula nigra
\ 3
\ O �3e O
EiP
325
PS
BR
D.B. 2093, PG. 12
V \
231
LOMAN e
D.B. 3457, PG.
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650
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G (�,\
136
PB. 71, PG 139 \
\ WILLIAMSON L49 'G
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O L3
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350
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102
Q r =
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SEAL
:r L-4194,; John Digi�illysigned by
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John R dolph, PLS
,�' Qudolph
UR : R ' Date: 2.08.03
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09:13:47 -040'
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0
100 200 400
1 "= 200'
PLANTING SCHEDULE
ALL PLANTS WERE PLANTED
BETWEEN 12/20/17 THROUGH 12/22/17
Orphan Creek
PLMAF
DMflHF
IVITW
SSA
Total
Specd
Planted
Specd
Purchased
Specd
Planted
Specd
Planted
Specd
Planted
Alnusserrulata
14
0
231
0
245
0
Betula nigra
252
325
231
325
483
650
Carpinuscaroliniana
136
0
136
0
Cep halant h us occiden tali s
27
50
200
27
250
Cercis canadensis
102
350
102
35U
Clethra alnifolia
20
0
20
0
Cornus amomum
252
250
20
50
925
450
1197
750
Diosypros virginiana
1
68
0
68
0
Fraxinus americana
34
0
34
0
Fraxinus pe n nsylvan ica
503
550
925
1000
1428
1550
Vaccinium corymboSum
14
0
14
0
Liriodendren tulipifera
252
225
252
225
Platanus occidentalis
503
500
925
1000
1428
1500
Nyssa Sylvatica var_ sylvatica
102
250
1-02
250
Quercus nigra
377
300
136
0
462
400
975
700
Quercus phellas
377
400
102
10D
462
5D0
941
1000
Salix nigra
462
500
462
500
Sambucus canadensIs
27
50
1 250
27
300
Viburnum nudum
14
114
0
2516
1 2550 1
GOD
1 700
136
150
4623
1 4625
7955
8025
(PLANTING SCHEDULE PROVIDED BY
AXIOM ENVIRONMENTAL)
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DATE: 08/03/18
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SHEET
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