20151279 Ver 2_Final Construction Monitoring Report_20170315

Burdette, Jennifer a
From:
Anna Stuart Lambert <[e-mail]>
Sent:
Wednesday, February 15, 2017 1:09 PM
To:
Dailey, Samantha J CIV USARMY CESAW (US)
Cc:
Burdette, Jennifer a
Subject:
Hathaway Final Construction Report and As -Built
Attachments:
Hathaway Final Report Combined PDF - r.pdf
Good afternoon,
I have attached the Final Construction Monitoring Report for the Hathaway Stream Relocation Project for your records.
The report includes construction monitoring photos, the as -built, and the conservation plat. Please let me know if you have
any questions.
Best,
Anna Stuart
Anna Stuart Lambert
Environmental Specialist
Angler Environmental, a RES Company
17: 804.729.8984 10: 804.353.6017
Please note my new email address: alamber°t(tures,us
('0'\ s\ f D I \ I IA L f I Y \0 I I C I... I his b,_11mil mc.s au inc Iudim1n ° ttachII) 'nts,1s for thc 4soIc. use of the, intc.ndb.d rc c ipic.nt(s) and ma° contain
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are, not the, intalndcd r5,'mpi crit, Ne.ase contact t the. send in, 75 oh, c, -n iI an dc.sstr(�\' +.flI conk's of the, ori?>imfl m s sa c_ s

. A. ANGLER
Final Construction Monitoring Report
For
HATHAWAY SWITCHING STATION STREAM RELOCATION
NASH COUNTY, NORTH CAROLINA
Prepared For
Virginia Electric and Power Company
ATTN: Amanda Mayhew
701 East Cary Street, OJRP 12th Floor
Richmond, VA 23219
Prepared By
Angler Environmental, a RES Company
3751 Westerre Pkwy, Suite A
Richmond, VA 23233
February 2017

TABLE OF CONTENTS
SECTION
PAGE
I. Project Summary................................................................................................................ 2
11. Existing Conditions............................................................................................................. 2
A. Reach 1....................................................................................................................... 2
B. Reach 2....................................................................................................................... 2
C. Reach 3....................................................................................................................... 3
111. Restoration......................................................................................................................... 3
A. Design Approach......................................................................................................... 3
B. Construction................................................................................................................ 3
C. Problem Areas............................................................................................................. 4
IV. Monitoring...........................................................................................................................4
APPENDICES
Appendix A: Construction Photos
Appendix B: As -Built Survey
Appendix C: Conservation Plat
1

I. PROJECT SUMMARY
The Hathaway Stream Relocation Project is located within an agricultural watershed in
Nash County, North Carolina, approximately 0.3 miles south of Battleboro. This stream
relocation project was proposed as mitigation for impacts resulting from construction of a
new switching station that connects to the electrical grid. This switching station will provide
additional reliability to the electrical grid in the event of a power outage and address
additional electrical needs in the region. On-site construction activities included the
clearing and grading of approximately 5.5 acres for the construction of a switching station,
a new entrance for ingress/egress, and a stormwater management facility to control runoff
and manage water quality.
In total, the project permanently impacted 1.0445 acres of jurisdictional wetlands and
511.77 linear feet of jurisdictional streams. This was the result of the installation of the
access road, fill pad for the switching station, and proposed stormwater detention
management facility. In addition, the project involved the relocation of 656 linear feet of
perennial stream channel around the toe slope of the newly constructed fill pad. The
primary impacts associated with the construction of the switching station involve
mechanized land clearing and filling associated with the fill pad for the switching station
and the stormwater management facility.
The goal for the Hathaway Stream Relocation Project was to relocate a channelized
stream based on reference reach conditions, enrich the aquatic ecosystem through
restoration and riparian buffer habitat improvements, and provide ecological uplift within
the Tar -Pamlico River basin (HUC 03020101). The design was based on reference
conditions, USACE guidance, and criteria developed during this project to achieve
success.
EXISTING CONDITIONS
The project area was primarily undeveloped forest and open land. The dominant drainage
feature on-site was a perennial stream, referred to as unnamed tributary (UT) to Beech
Branch. UT to Beech Branch flowed southwest to the confluence with the main stem of
Beech Branch at the southwest boundary of the site. Beech Branch continues to flow
offsite, southeast to its confluence with the Tar River. The project impacted UT to Beech
Branch. The stream had three distinct reaches as described below.
A. Reach 1
This reach flowed under the existing high tension power line right-of-way and was crossed
by the existing gravel access road. The channel was heavily overgrown with herbaceous
vegetation and lacked well defined channel bed forms. The right-of-way was periodically
sprayed with herbicide to kill woody species. The channel lacked a well-defined floodplain
and was probably ditched as part of the installation of the existing access road. This reach
was impacted by the re -alignment of the access road into the substation.
B. Reach 2
This reach extended downstream of the power line right-of-way for approximately 500
linear feet. The channel was incised and straightened with a lack of floodplain connection.
The bedforms were poorly developed with only a few shallow riffle sections, and long, flat
pools. The left bank was heavily forested and stabilized with root mat, mosses, and woody
F,

vegetation while the right bank showed significant erosion and lacked woody vegetation.
This reach was impacted by the footprint of the substation.
C. Reach 3
This reach extended downstream from Reach 2 to Beech Branch and was not ditched or
straightened. The channel had a slight meandering pattern with stable stream banks and
connectivity to its floodplain which was a mature forested wetland system. The channel
was a sandbed system with a few well defined bedforms and was heavily shaded by the
mature forested floodplain. This reach was used as a reference reach for the project.
III. RESTORATION
A. Design Approach
The restoration included 656 linear feet of stream restoration efforts along UT to Beech
Branch. Geomorphic conditions and watershed characteristics were analyzed to develop
a design. The design approach applied a combination of analytical and reference reach
based design methods that met objectives commensurate with both ecological and
geomorphic improvements. Natural design concepts were applied and verified through
rigorous engineering analyses and modeling. The objective of this approach was to design
a geomorphically stable channel that provided habitat improvements and tied into the
existing landscape.
The restoration design of this coastal stream focused on re-establishing a highly functional
floodplain connection. The floodplain bench has a minimum width of 5 ft and the channel
is designed so that most storm events will access the floodplain. The planform for this
stream includes several curves around the proposed substation, then the channel follows
the fall of the valley. Small-scale meander patterns were not included in the design since
the design focus was on floodplain reconnection. Over time, the channel will develop a
small scale meander pattern as point bars form and the banks adjust. The width of the
floodplain provides sufficient area for the stream to develop an appropriate belt width.
B. Construction
Construction of the proposed stream channel began in July 2016 and was completed in
September 2016, while planting activities will be completed by early spring of 2017.
Construction on the switching station itself continues and will be completed in 2017. The
construction of the new channel generally followed the sequence below.
Initial site preparation involved clearing and grubbing all wooded areas for the entire site,
including areas for the fill pad and stormwater detention management facility. Silt fence
was installed downslope of all disturbed areas in order to prevent sediment from entering
the existing jurisdictional waters of the U.S. Once all erosion control measures were in
place, grading began with the removal of topsoil. The topsoil was stockpiled onsite for later
use in the wetland floodplain and riparian buffer. Crews then began excavating the new
channel design by cutting the floodplain bench and new channel simultaneously. Log
structures were then installed to provide grade control and create pool scour. These were
installed at designed intervals, using logs salvaged from site clearing. Once enough
progress had been made excavating the new stream channel, salvaged topsoil was
applied to the banks and floodplain bench and seeded with a native plant seed mix.
Erosion control matting was then placed on top to secure stream banks and the wetland
floodplain. This process was continued throughout the stream corridor until the tie-in with
the existing stream channel. Once the entire stream channel had been constructed and
13

stabilized, the original channel was blocked off with backfill, the culverts were opened, and
the relocated stream was brought online.
Stream banks were stabilized using a combination of grading, erosion control matting,
native seed mix, and log structure placement. The floodplains will be planted with native
tree species creating a vegetated wetland, which will provide numerous water quality and
ecological benefits. These live -stake plantings will be installed in February 2017 to obtain
the best stem survival rates.
New channel construction was performed offline and "in the dry" to avoid any potential
sedimentation downstream. Stream flow was maintained in the existing channel while the
new channel was constructed. However, multiple heavy rain events in the early stages of
stream channel construction slowed progress significantly. Excess water had to be
pumped out of the new stream channel and saturated soil had to be allowed to dry before
in -channel work could continue.
C. Problem Areas
Prior to completion of the access road crossing, the area upstream of the culvert was not
permanently stabilized for some time. Construction drawings did not have a permanent
erosion control plan for this area other than temporary seeding and silt fence. Work on the
new stream channel had been completed by this time and was starting to show
germination from seeds planted. Before work on the access road crossing was finished,
the site received over six inches of rain during Hurricane Matthew. Heavy erosion,
including headcutting and incision of the stream channel occurred in the unprotected areas
above the road crossing. This sent large amounts of sediment downstream into the newly
constructed channel, covering up herbaceous vegetation that had recently germinated
and filling in log structures.
The area above the access road crossing was assessed by an engineer after the storm
and given a permanent erosion control plan. The stream banks and floodplain above the
culvert were brought back to the designed grade and armored with rip rap to help stabilize
the stream as it enters the culvert.
The stream channel has since recovered by moving sediment under normal baseflow
conditions but vegetation remains bare. A temporary seed mix was planted after the storm
but a lack of significant precipitation on site has slowed the process. Native live -stake
plants will be planted in the winter/early spring of 2017 and will provide stabilization for the
stream banks and wetland floodplain. Overall the new stream channel was stable even
with the unusual amount of precipitation in one event. Photos of the stream channel before
and after the repair can be found in the attached photos (Appendix A).
IV. MONITORING
All stream construction activities have been completed and planting is expected to be
completed in February 2017. The site will be monitored on a regular basis and a physical
inspection of the site will be conducted a minimum of twice per year throughout the seven-
year post -construction monitoring period, or until performance standards are met. These
site inspections will identify site components and features that require maintenance.
Annual monitoring shall be conducted for stream and vegetation monitoring parameters
as noted below for seven years or until success criteria have been met. The annual
monitoring data will be reported and submitted to the USACE.
11

An as -built survey was conducted on the constructed stream channel and adjacent
floodplain areas in January 2017 to document post construction conditions (Appendix B).
Measurements included the longitudinal profile, stream structures as seen in the field,
culvert crossings, monitoring cross sections, vegetation plots, and the stream gauge. The
survey was tied to a permanent benchmark to facilitate comparison of data year to year.
Two permanent cross sections were installed to monitor channel dimensions and stability.
Each cross section was permanently marked with 3/8 rebar pin to establish a monument
location at each end. A marker pole was also installed at both ends of each cross section
to make them easier to locate during monitoring activities. The locations of each cross
section are depicted on the as -built drawings.
One auto -logging stream gauge was installed to measure stage (water depth) on the site
near the first major bend of the constructed channel. The auto -logging gauge was installed
within the channel and will continuously record flow conditions at an hourly interval. The
gauge will be checked during each site visit to determine if a bankfull event has occurred
since the last site visit. Gauge readings and debris rack lines will be photographed to
document evidence of bankfull events.
Four vegetation monitoring plots were installed near the constructed channel with the
locations of each vegetation plot depicted on the as -built drawings. Within each vegetation
plot, each planted stem will be identified by species and measured for height. Species
composition, density, growth patterns, damaged stems, and survival ratios will be
measured and reported on an annual basis.
All identified problematic areas or areas of concern such as stream bank
erosion/instability, aggradation/degradation, lack of targeted vegetation, and
invasive/exotic species which prevent the site from meeting performance success criteria
will be evaluated on a case by case basis. The USACE will be notified if monitoring or
other information indicates that the mitigation site, or a portion of the mitigation site, is not
progressing as anticipated towards meeting the site specific performance standards as
defined in the Mitigation Plan. In such an event, the USACE will be provided with
recommendations for adaptive management measures, which may include site
modifications, design changes, revisions to maintenance requirements, and revised
monitoring requirements. USACE approval will be obtained prior to conducting any
adaptive management activities.

Appendix A
Construction Photos

w. ANGLER
r� ENVIRONMENTAL
a ni reS company
Hathaway Stream Relocation
Nash County, North Carolina
Construction Monitoring Report: December 2016
Date: 7/15/2016
Orientation: Downstream
Subject Description: Early phases of
channel construction
Date: 7/15/2016
Orientation: Upstream
Subject Description: Early phases of
channel excavation

w. ANGLER
r­w ENVIRONMENTAL
a ni reS company
Hathaway Stream Relocation
Nash County, North Carolina
Construction Monitoring Report: December 2016
Date: 7/19/2016
Orientation: Downstream
Subject Description: Multiple heavy rain
events in early stages of stream channel
construction slowed progress. Note ero-
sion and water marks. Excess water had
to be pumped out and saturated soil
allowed to dry before work could contin-
ue.
Date: 7/29/2016
Orientation: Downstream
Subject Description: Coir erosion mat-
ting installed on stream banks and wet-
land floodplain

w. ANGLER
-ftb--w ENVIRONMENTAL
a ni reS company
Hathaway Stream Relocation
Nash County, North Carolina
Construction Monitoring Report: December 2016
Date: 8/5/2016
Orientation: Upstream
Subject Description: Jute and coir ero-
sion matting installed on side slopes,
stream banks and wetland floodplain.
Matting secured with dead blow stakes.
Date: 8/15/2016
Orientation: Downstream
Subject Description: New channel tie-in
to existing channel and culvert.

w. ANGLER
r ­w ENVIRONMENTAL
a ni reS company
Hathaway Stream Relocation
Nash County, North Carolina
Construction Monitoring Report: December 2016
Date: 8/15/2016
Orientation: Upstream
Subject Description: Tie-in to existing
channel. Picture taken from culvert look-
ing upstream.
Date: 8/26/2016
Orientation: Downstream
Subject Description: Construction on
access road crossing. Area upstream of
new channel construction.

x. ANGLER
-ftb--w ENVIRONMENTAL
a ni reS company
Hathaway Stream Relocation
Nash County, North Carolina
Construction Monitoring Report: December 2016
Date: 8/26/2016
Orientation: Downstream
Subject Description: Pool developing
downstream of log structure within first
week of opening flow to new channel.
Date: 8/26/2016
Orientation: Downstream
Subject Description: New channel after
first week of opening flow. Temporary
seeding has started to germinate and
come through erosion matting.

w. ANGLER
-ftb--w ENVIRONMENTAL
a ni reS company
Hathaway Stream Relocation
Nash County, North Carolina
Construction Monitoring Report: December 2016
x..,41
Date: 8/26/2016
Orientation: Downstream
Subject Description: Temporary seeding
starting to germinate and come through
erosion matting.
Date: 9/19/2016
Orientation: Downstream
Subject Description: The site received
over an inch of rain while on-site, result-
ing in near bankfull conditions.

x. ANGLER
-ftb--w ENVIRONMENTAL
a ni reS company
Hathaway Stream Relocation
Nash County, North Carolina
Construction Monitoring Report: December 2016
Date: 9/19/2016
Orientation: Upstream
Subject Description: The site received
over an inch of rain while on-site, result-
ing in near bankfull conditions. Looking
at stream flow out of culvert for access
road crossing.
Date: 9/19/2016
Orientation: Downstream/Right bank
Subject Description: The site received
over an inch of rain while on-site, result-
ing in near bankfull conditions. Looking
at stream flow into culvert for access
road crossing. Note area bare due to
work on culvert for access road.

w. ANGLER
r ­w ENVIRONMENTAL
a ni reS company
Hathaway Stream Relocation
Nash County, North Carolina
Construction Monitoring Report: December 2016
Date: 10/11/2016
Orientation: Upstream
Subject Description: Area upstream of
road crossing after 6 inches of rain from
Hurricane Matthew.
Date: 10/11/2016
Orientation: Downstream
Subject Description: New channel after
6 inches of rain from Hurricane Mat-
thew. Note evidence of bankfull event
with wrack lines, sediement deposition,
and water marks.

w. ANGLER
r� ENVIRONMENTAL
a ni reS company
Hathaway Stream Relocation
Nash County, North Carolina
Construction Monitoring Report: December 2016
Date: 11/8/2016
Orientation: Upstream
Subject Description: Area above the
access road was regraded and armored
with rip rap after the storm. Area above
rip rap was covered with erosion matting
and seeded. Looking upstream from
culvert.
Date: 11/8/2016
Orientation: Downstream
Subject Description: Area above the
access road was regraded and armored
with rip rap after the storm. Area above
rip rap was covered with erosion matting
and seeded. Looking downstream as
stream flows into culvert.

w. ANGLER
-ftb­w ENVIRONMENTAL
a ni reS company
Hathaway Stream Relocation
Nash County, North Carolina
Construction Monitoring Report: December 2016
Date: 11/8/2016
Orientation: Downstream
Subject Description: New channel start-
ing to recover from sediment deposition
after the storm. Some volunteer wetland
vegetation has reappeared in bars.
Date: 11/8/2016
Orientation: Downstream
Subject Description: New channel start-
ing to recover from sediment deposition
after the storm with bars and pools start-
ing to develop.

Appendix B
As -Built Survey

Revisions
NOTES
1. THE SURVEYED STREAM DELINEATED HEREON IS LOCATED AT HATHAWAY
SUBSTATION IN NASH COUNTY NORTH CAROLINA.
2. VERTICAL DATUM IS NAVD 88 AND HORIZONTAL DATUM IS NORTH
CAROLINA STATE GRID, NAD83 (2011) BASED OFF AN OPUS SOLUTION
AND TIED TO NGS MONUMENT "BATTLEBORO".
3. THE SURVEY SHOWN HEREON IS NOT IN A 100 -YEAR FLOODPLAIN. IT LIES
IN ZONE "X" (UNSHADED)(AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN) AND ZONE "X" (HATCHED)(AREAS OF 0.2%
ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH
AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS
THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%
ANNUAL CHANCE FLOOD) AS SHOWN ON FEMA FLOOD INSURANCE RATE
MAP FOR NASH COUNTY, NORTH CAROLINA, COMMUNITY -PANEL NUMBER
3720386300J, EFFECTIVE DATE NOVEMBER 3, 2004.
4. THIS AS BUILT SURVEY WAS COMPLETED BY BOWMAN CONSULTING ON
DECEMBER 22, 2016.
5. CONTOUR INTERVAL = 1'
Typical Drawing
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Stand foundation Odle
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GRAPHIC SCALE
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(PROFILE 0+00)
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VICINITY MAP
SCALE: 1"=2000'
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2
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3
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99.28
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5
98.31
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6
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7
96.77
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94.13
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9
94.28
IRS
10
93.41
IRS
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93.32
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95.88
IRS
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96.46
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14
94.66
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15
94.42
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16
92.86
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93.00
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Dominion,
Professional Engineer J
Approval �omini*W
STREAM RESTORATION AS -BUILT ON A POR11ON OF
HATHAWAY SUBSTATION SITE
CITY OF ROCKY MOUNT NASH COUNTY NORTH CAROLINA
Nall • Dab I Proint No. I Shut Na
1 OF 1
I I 18/M Na I ReMNons I
ICad Fie Nave:
PLIOTIED:
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J

Appendix C
Conservation Plat

A -
co
W. BATTLEBORO AVE
IRO
,Q.
Q�
301 S
SITE
4�O
1524 O �0
0-- 9
a N0
OLij �
NQ
VICINITY MAP
SCALE: 1"=2000'
TAR-PAM NOTE:
THE 50 FOOT NEUSE/TAR PAM RIPARIAN
BUFFER ZONE IS MEASURE FROM THE TOP OF
BANK OF DITCH OR CREEK. NO ACTIVITY IS
PERMITTED IN ZONE 1 (1ST 30').
LIMITED ACTIVITY IS ALLOWED IN ZONE 2 (20').
OWNER/DEVELOPER TO CONSULT G.S. 15A NCAC
2B.0259 BEFORE ANY DISTURBANCE WITHIN THE
BUFFER ZONE OR CALL NCDENR, DIVISION OF
WATER QUALITY, SURFACE WATER PROTECTION
SECTION FRO OFFICIAL DETERMINATION.
rx�
�O /
^Co
GR\O
a h
a �
NOTES
1. THIS PLAT IS BASED UPON AN ACTUAL FIELD SURVEY PERFORMED BY BOWMAN CONSULTING
GROUP IN JUNE 2015 AND SEPTEMBER, 2015.
3. BOUNDARY INFORMATION AS SHOWN HEREON IS BASED ON D.B. 1256, PG. 716, P.B. 16,
/ PG. 574, D.B. 1767, PG 73 (NCDOT PROJ. # U-3329) & DEED BOOK 2520, PAGE 570
AMONG THE LAND RECORDS OF NASH COUNTY, NORTH CAROLINA.
4. THE SURVEYED PROPERTY AS SHOWN HEREON IS SUBJECT TO ALL COVENANTS AND
RESTRICTIONS OF RECORD AND THOSE RECORDED HEREWITH. BOWMAN CONSULTING GROUP,
LTD. WAS PROVIDED A COMMITMENT FOR TITLE INSURANCE FROM COMMONWEALTH LAND
TITLE INSURANCE COMPANY.
5. THE SURVEYED PROPERTY SHOWN HEREON LIES IN ZONE "X" (UNSHADED)(AREAS
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AND ZONE --X--
(HATCHED)
X"(HATCHED) (AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE
FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS
THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE
FLOOD) AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP FOR NASH COUNTY, NORTH
IPF `"� 4,j'° e
98 82
CAROLINA, COMMUNITY -PANEL NUMBER 3720386300J, EFFECTIVE DATE NOVEMBER 3, 2004. N /
O /
PARCEL ID: 037306
PARCEL ID: 020042 �IpvTeRIOR p
D.B. 2828, PG. 796 AROF�
vNE (ryp\
EXIST/NG 30, SEWER —DB' 7p�2, p R E9gEMENT
HOSPIRA, INC.
A DELAWARE CORPORATION
PARCEL ID: 019045
D.B. 2055, PG. 92 \
ZONED: 1-2
Q
617
i e78
L2 L3 �' / ���t TED STREAM
CL RELOCp ANNEL)
/ g14 (6' WIDE CH
81
LA
Cl\- B10 PROPOSED \
-� VARIABLE WIDTH
0)
0
4\
�Z /
Q Q.
c
4�
Q �b
/ o Co
Q m�
/ PARCEL ID: 018274
D.B. 2828, PG. 796
4S a � OS
E
/ /26.29
N 31 °33' MON
m Q Q STREAM CONSERVATION EASEMENT \ m \ 28" E / Nccs "BATTLEBORo"
i
Q 60,615 S.F. OR 1.39152 AC. 0� 2212.04' N 838,921.76
_ 2212.10' E 2,369,678.40
Q O n U � / (GROUN NC GRID COORDS
�� � /Q � �� D) (NAD83)
Ln Ct-
m CERTIFICATE OF SURVEY AND ACCURACY
f (5),
W - / I RICHARD L. FRALIN CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
\A_
^ /
w � FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
~ ,v n :H f= z \ RECORDED IN D.B. 2520, PG. 570 & D.B. 1256, PG. 716 AS RECORDED IN NASH
� w / �
N COUNTY PUBLIC REGISTRY); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
L N O~+� INDICATED AS DASHED LINES AS DRAWN FROM RECORD INFORMATION; THAT THE
O 7Z '� VQ o W __j/ ��` / RATIO OF PRECISION AS CALCULATED IS 1:31516 (UNADJUSTED) AND A MAXIMUM
Q Z
Q / z VIRGINIA ELECTRIC POWER COMPANY T�/= FIELD ERROR OF ANGULAR CLOSURE OF 3.4"/ANGLE; AND THAT THIS PLAT WAS
O G,
S o / PREPARED IN ACCORDANCE WITH GS 47-30 AS AMENDED. WITNESS MY SIGNATURE,
�
W o u7 PARCEL ID: 040250 T / = o� REGISTRATION NUMBER AND SEAL THIS 1st DAY OF AUGUST . 2016.
oG�Y l Q D.B. 2828, PG. 796
0 / - P.B. 16, PG. 574 ���Q�co I, RICHARD L. FRALIN, CERTIFY THAT THIS PLAT IS OF A SURVEY OF ANOTHER
e
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED
SURVEY, OR OTHER EXCEPT
_-ON TO THEDEFINITION OF SUBDIVISION.
"o LP" IN PART" /
\ J�� / PARCEL ID: 040252 c�QQQ ,,0\�°°°C ARO��,i�
O Q / RICHARD L. FRALIN �� °°goc� SS%�°ool/moi
\ LA '" P.B. 16, PG. 574 m 0 9
�O
128.93'
— T
EXISTING 100' WIDE
VEPCO POWER LINE R/W
D.B. 838, PG. 624
EXISTING 30' ACCESS EASEMENT
AS SHOWN IN P.B. 16, PG. 574
IRF S 23°29'01 " W IRF S 23°29'01 " W 2129.16'
64.09'
DIRECTOR AND DIRECTOR
OF ENGINEERING CERTIFICATE:
BY SIGNING BELOW, I/WE CERTIFY THAT THIS PLAT WAS APPROVED
BY THE DEVELOPMENT REVIEW COMMITTEE ON ___________ (DATE)
AND MEETS THE CITY STANDARDS PLATTING REQUIREMENTS.
DIRECTOR:
DIRECTOR OF ENGINEERING: -------
CSX TRANSPORTATION RAILROAD COMPANY
(130' R/W)
60 0 60 120
GRAPHIC SCALE
/ a NORTH CAROLINA PROFESSIONAL LAND SURVEYOR oQ� 91g�
/ REG. N0. L-3698 �° 0
o SEAL g
g L-3698 o
l %
/ oo
PLAT SHOWING ��000°�L`; *v
STREAM CONSERVATION EASEMENT m1u
/ ON THE PROPERTY OF
VIRGINIA ELECTRIC POWER COMPANY
IZ04Dil6D A110WWtoDItow"DoN16WCONIto)�I
STATE OF NORTH CAROLINA , NASH COUNTY
I, ___________________ REVIEW OFFICER OF NASH COUNTY,
CERTIFY THAT THE MAP OR PLAT WHICH THIS CERTIFICATION IS
AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER:
DATE:
DEED BOOK 2828 AT PAGE 796
CITY OF ROCKY MOUNT, SOUTH WHITAKERS TOWNSHIP
NASH COUNTY, NORTH CAROLINA
SCALE: 1 "=60' DATE: MAY 24, 2016
REVISION
EASEMENT LINE TABLE
LINE
BEARING
DISTANCE
B1
S
47'34'51"
E
43.35'
B2
N
83'00'07" E
16.79'
B3
S
16'00'04"
E
9.36'
B4
S
70'21'42"
E
35.33'
85
S
42'49'33"
E
54.64'
B6
S 80'08'15"
W
144.76'
87
S
49'00'50"
W
89.22'
B8
S
16'06'27"
W
299.51'
B9
N
74'19'42"
W
20.00'
810
S
16'06'27"
W
22.75'
B11
S
73'53'33"
E
30.00'
812
S
15'33'33"
W
20.99'
B13
N
74'26'27"
W
6.40'
814
N
15'33'33"
E
20.99'
B15
N
73'46'40"
W
30.62'
B16
N
03'16'02"
W
57.20'
817
N
16'06'27"
E
1 299.76-
B18
I N
49'00'50" E
I 150.05'
819
S 80'08'15"
W
103.04'
N 31 °33' MON
m Q Q STREAM CONSERVATION EASEMENT \ m \ 28" E / Nccs "BATTLEBORo"
i
Q 60,615 S.F. OR 1.39152 AC. 0� 2212.04' N 838,921.76
_ 2212.10' E 2,369,678.40
Q O n U � / (GROUN NC GRID COORDS
�� � /Q � �� D) (NAD83)
Ln Ct-
m CERTIFICATE OF SURVEY AND ACCURACY
f (5),
W - / I RICHARD L. FRALIN CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
\A_
^ /
w � FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
~ ,v n :H f= z \ RECORDED IN D.B. 2520, PG. 570 & D.B. 1256, PG. 716 AS RECORDED IN NASH
� w / �
N COUNTY PUBLIC REGISTRY); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
L N O~+� INDICATED AS DASHED LINES AS DRAWN FROM RECORD INFORMATION; THAT THE
O 7Z '� VQ o W __j/ ��` / RATIO OF PRECISION AS CALCULATED IS 1:31516 (UNADJUSTED) AND A MAXIMUM
Q Z
Q / z VIRGINIA ELECTRIC POWER COMPANY T�/= FIELD ERROR OF ANGULAR CLOSURE OF 3.4"/ANGLE; AND THAT THIS PLAT WAS
O G,
S o / PREPARED IN ACCORDANCE WITH GS 47-30 AS AMENDED. WITNESS MY SIGNATURE,
�
W o u7 PARCEL ID: 040250 T / = o� REGISTRATION NUMBER AND SEAL THIS 1st DAY OF AUGUST . 2016.
oG�Y l Q D.B. 2828, PG. 796
0 / - P.B. 16, PG. 574 ���Q�co I, RICHARD L. FRALIN, CERTIFY THAT THIS PLAT IS OF A SURVEY OF ANOTHER
e
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED
SURVEY, OR OTHER EXCEPT
_-ON TO THEDEFINITION OF SUBDIVISION.
"o LP" IN PART" /
\ J�� / PARCEL ID: 040252 c�QQQ ,,0\�°°°C ARO��,i�
O Q / RICHARD L. FRALIN �� °°goc� SS%�°ool/moi
\ LA '" P.B. 16, PG. 574 m 0 9
�O
128.93'
— T
EXISTING 100' WIDE
VEPCO POWER LINE R/W
D.B. 838, PG. 624
EXISTING 30' ACCESS EASEMENT
AS SHOWN IN P.B. 16, PG. 574
IRF S 23°29'01 " W IRF S 23°29'01 " W 2129.16'
64.09'
DIRECTOR AND DIRECTOR
OF ENGINEERING CERTIFICATE:
BY SIGNING BELOW, I/WE CERTIFY THAT THIS PLAT WAS APPROVED
BY THE DEVELOPMENT REVIEW COMMITTEE ON ___________ (DATE)
AND MEETS THE CITY STANDARDS PLATTING REQUIREMENTS.
DIRECTOR:
DIRECTOR OF ENGINEERING: -------
CSX TRANSPORTATION RAILROAD COMPANY
(130' R/W)
60 0 60 120
GRAPHIC SCALE
/ a NORTH CAROLINA PROFESSIONAL LAND SURVEYOR oQ� 91g�
/ REG. N0. L-3698 �° 0
o SEAL g
g L-3698 o
l %
/ oo
PLAT SHOWING ��000°�L`; *v
STREAM CONSERVATION EASEMENT m1u
/ ON THE PROPERTY OF
VIRGINIA ELECTRIC POWER COMPANY
IZ04Dil6D A110WWtoDItow"DoN16WCONIto)�I
STATE OF NORTH CAROLINA , NASH COUNTY
I, ___________________ REVIEW OFFICER OF NASH COUNTY,
CERTIFY THAT THE MAP OR PLAT WHICH THIS CERTIFICATION IS
AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER:
DATE:
DEED BOOK 2828 AT PAGE 796
CITY OF ROCKY MOUNT, SOUTH WHITAKERS TOWNSHIP
NASH COUNTY, NORTH CAROLINA
SCALE: 1 "=60' DATE: MAY 24, 2016
REVISION
Bowm n
C O N S U L T I N G
Bowman Consulting Group, Ltd. Phone- [phone]
3951 Westerre Parkway, Suite 150 Fax- [phone]
Richmond, Virginia 23233 www.bowmanconsulting.com
LINE TABLE
LINE
BEARING
DISTANCE
L1
N
08'05'40" E
27.96'
L2
N
30'32'50" E
46.78'
L3
N
25'29'16" E
19.78'
L4
N
04'34'16" W
38.79'
L5
N
09'56'24" W
83.93'
L6
N
01'36'15" W
58.20'
L7
N
06'10'25" W
68.23'
N 31 °33' MON
m Q Q STREAM CONSERVATION EASEMENT \ m \ 28" E / Nccs "BATTLEBORo"
i
Q 60,615 S.F. OR 1.39152 AC. 0� 2212.04' N 838,921.76
_ 2212.10' E 2,369,678.40
Q O n U � / (GROUN NC GRID COORDS
�� � /Q � �� D) (NAD83)
Ln Ct-
m CERTIFICATE OF SURVEY AND ACCURACY
f (5),
W - / I RICHARD L. FRALIN CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
\A_
^ /
w � FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
~ ,v n :H f= z \ RECORDED IN D.B. 2520, PG. 570 & D.B. 1256, PG. 716 AS RECORDED IN NASH
� w / �
N COUNTY PUBLIC REGISTRY); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
L N O~+� INDICATED AS DASHED LINES AS DRAWN FROM RECORD INFORMATION; THAT THE
O 7Z '� VQ o W __j/ ��` / RATIO OF PRECISION AS CALCULATED IS 1:31516 (UNADJUSTED) AND A MAXIMUM
Q Z
Q / z VIRGINIA ELECTRIC POWER COMPANY T�/= FIELD ERROR OF ANGULAR CLOSURE OF 3.4"/ANGLE; AND THAT THIS PLAT WAS
O G,
S o / PREPARED IN ACCORDANCE WITH GS 47-30 AS AMENDED. WITNESS MY SIGNATURE,
�
W o u7 PARCEL ID: 040250 T / = o� REGISTRATION NUMBER AND SEAL THIS 1st DAY OF AUGUST . 2016.
oG�Y l Q D.B. 2828, PG. 796
0 / - P.B. 16, PG. 574 ���Q�co I, RICHARD L. FRALIN, CERTIFY THAT THIS PLAT IS OF A SURVEY OF ANOTHER
e
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED
SURVEY, OR OTHER EXCEPT
_-ON TO THEDEFINITION OF SUBDIVISION.
"o LP" IN PART" /
\ J�� / PARCEL ID: 040252 c�QQQ ,,0\�°°°C ARO��,i�
O Q / RICHARD L. FRALIN �� °°goc� SS%�°ool/moi
\ LA '" P.B. 16, PG. 574 m 0 9
�O
128.93'
— T
EXISTING 100' WIDE
VEPCO POWER LINE R/W
D.B. 838, PG. 624
EXISTING 30' ACCESS EASEMENT
AS SHOWN IN P.B. 16, PG. 574
IRF S 23°29'01 " W IRF S 23°29'01 " W 2129.16'
64.09'
DIRECTOR AND DIRECTOR
OF ENGINEERING CERTIFICATE:
BY SIGNING BELOW, I/WE CERTIFY THAT THIS PLAT WAS APPROVED
BY THE DEVELOPMENT REVIEW COMMITTEE ON ___________ (DATE)
AND MEETS THE CITY STANDARDS PLATTING REQUIREMENTS.
DIRECTOR:
DIRECTOR OF ENGINEERING: -------
CSX TRANSPORTATION RAILROAD COMPANY
(130' R/W)
60 0 60 120
GRAPHIC SCALE
/ a NORTH CAROLINA PROFESSIONAL LAND SURVEYOR oQ� 91g�
/ REG. N0. L-3698 �° 0
o SEAL g
g L-3698 o
l %
/ oo
PLAT SHOWING ��000°�L`; *v
STREAM CONSERVATION EASEMENT m1u
/ ON THE PROPERTY OF
VIRGINIA ELECTRIC POWER COMPANY
IZ04Dil6D A110WWtoDItow"DoN16WCONIto)�I
STATE OF NORTH CAROLINA , NASH COUNTY
I, ___________________ REVIEW OFFICER OF NASH COUNTY,
CERTIFY THAT THE MAP OR PLAT WHICH THIS CERTIFICATION IS
AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER:
DATE:
DEED BOOK 2828 AT PAGE 796
CITY OF ROCKY MOUNT, SOUTH WHITAKERS TOWNSHIP
NASH COUNTY, NORTH CAROLINA
SCALE: 1 "=60' DATE: MAY 24, 2016
REVISION
Bowm n
C O N S U L T I N G
Bowman Consulting Group, Ltd. Phone- [phone]
3951 Westerre Parkway, Suite 150 Fax- [phone]
Richmond, Virginia 23233 www.bowmanconsulting.com
0 Bowman Consulting Group, Ltd.
DWG: R\5454 - Dominion Power\5454-01-036 (SUR) - Nash County NC\Survey\Plats\5454-C-RP-003-EASE.dwg
BY: CSM
CHK: RF
QC:
BCG PROJECT NO: 5454-01-036
TASK: SX003
NORTH CAROLINA FIRM COA #C-3556
SHEET 1 OF 1
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