HomeMy WebLinkAbout20061592 Ver 1_More Info Received_20070411Environmental Consultants, PA
Road Raleigh, North Carolina 27614 Phone: (919) 846-5900 Fax: (919) 846-9467
www.SandEC.com
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April 11, 2007
S&EC Project No. 10570.D1
Ms. Cyndi Karoly
NCDENR-DWQ
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Mr. Danny Smith
NCDENR-DWQ
~~
~~~
NPS Assistance and Compliance
Oversight Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Reference: Cameron & Associates -Tract 1 ~ ~ s @ ~ ~ ~R ~p ~~ g ~ ~1
Sediment Impact Delineation & Clean-up Plan ~~~
Vance County, NC ~~'~ ?1 ~ Z007
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Dear Ms. Karoly:
As requested in your March 22, 20071etter, Soil & Environmental Consultants, PA
(S&EC) has been engaged by Cameron & Associates to prepare a sediment impact
delineation report and clean-up plan for in-stream and buffer sedimentation which has
occurred within the referenced project site and the adjacent properties.
A Notice of Violation (NOV) was issued previously (November 7, 2006) for clearing of
vegetation in the riparian buffer as well as installation of a temporary equipment crossing
across the stream onsite. S&EC prepared a Buffer Restoration Plan that was
subsequently approved by the Division of Water Quality (DWQ) and implemented.
Restoration operations included planting several hundred native trees within the riparian
buffer as well as removal and stabilization of the temporary crossing. Buffer restoration
was completed March 13, 2007. Three years of monitoring will be conducted as
described in the Buffer Restoration Plan.
On March 15, 2007 DWQ staff inspected the project site and observed sediment
accumulation within the stream channel and buffers onsite between three (3) inches and
four (4) feet in depth. Sediment accumulation of three (3) inches to eight (8) inches was
also observed within the stream channel on the adjacent downstream property. These
observations led to the issuance of the additional NOV.
On April 3, 2007, S&EC visited the referenced project site to observe site conditions
associated with reported channel, wetland, and buffer impacts. While onsite we observed
the characteristics of the site (including current grading and stabilization operations), the
surrounding area, verified surface and channel flow conditions, observed channel and
Sediment Impact Delineation & Clean-up Plan
Soil & Environmental Consultants, PA
April 11, 2007
Project No. 10570.D1
buffer deposition along the impacted reaches, and observed existing property boundaries,
utilities, water conveyance structures, and existing erosion and sediment control
measures.
During our site visit, the impacted area was traversed and the extent and severity of the
impacts was observed. During this process we identified, delineated (with sequentially
numbered flags), and GPS located the approximate boundaries of the sediment impacts.
Onsite stream location and surrounding topographical features were surveyed using
TotalStation.
The purpose of this letter is to summarize our findings regarding sediment deposition that
has occurred onsite and on the adjacent property and describe in detail our plan for clean-
up and disposal.
Site Description
The local project site, which consists of approximately 11.3 acres, is located east of the
158 Bypass and north of Interstate 85, in Vance County, NC. Two stream features exist
onsite. One, an unnamed tributary of Poplar Creek (Reach 1), runs generally to the
southwest across the project site, across the adjacent Church property until its confluence
with Poplar Creek, just south of I-85. Another unnamed tributary of Poplar Creek
(Reach 2) borders the site to the east. (Reach 2) is not within the property boundary,
however, its buffer is. Both streams are currently buffered in their entirety onsite (with
the exception of CP&L power easements) at this time. Poplar Creek is designated Class
C, NSW and resides in the Tar-Pamlico River basin. Reach 1 is the stream impacted by
sediment deposition and addressed in this plan. A vicinity map is provided in Figure 1.
Onsite Observations
Our observations and evaluation were focused on sediment impacts to the unnamed
tributary of Poplar Creek that runs generally southwest across the project site and onto
the adjacent Catholic Church property before passing underneath Interstate 85 and
joining Poplar Creek. Approximately 900 feet of this stream was impacted by sediment
deposition ranging from three (3) inches to four (4) feet deep as described in the NOV.
As identified in the NOV the stream impacts onsite begin near the north edge of the
property at a CP&L powerline easement. This section of stream is deeply incised with
steep and heavily eroding banks. Approximately 100 feet downstream is the area of the
temporary crossing that was previously removed, as directed in the November 7, 2006,
NOV. The temporary crossing partially blocked sediment from the heavily eroded
section from traveling downstream and caused sediment to accumulate to depths of two
(2) feet and greater just above the crossing. The stream channel is narrow and steep for
another 100 feet before opening into an area with a wide flat floodplain. Sediment
deposition between four (4) and twelve (12) inches depth was observed within the stream
channel and up to two (2) feet in depth on the adjacent floodplain. Large woody debris
located within the floodplain area has trapped large amounts of sediment. Sediment
deposited in the wide floodplain at the lower end of the site is partially covered with an
herbaceous vegetation layer that consists mainly of Juncus and Carex. Representative
Page 2 of 7
Sediment Impact Delineation & Clean-up Plan April 11, 2007
Soil & Environmental Consultants, PA Project No. 10570.D1
photos of sediment impacts can be seen in attached site photos.
From our site observations, sediment appears to have entered the stream channel and
adjacent floodplain from two primary sources: 1) Material placed within the stream
channel in order to create the temporary crossing, and 2) The deeply incised, heavily
eroding section of stream channel above the crossing. The clearing of the riparian buffer
vegetation may have also contributed to in-channel sediment. Offsite sedimentation
appears to have originated from the same sources and was transported offsite within the
stream channel.
In-channel Sediment Deposition
A significant volume of sediment was observed along the impacted stream. Sediment
deposition observed onsite varies considerably along the length of the evaluated stream
reach and riparian buffers. For ease of evaluations we have described observed in-
channel sediment impacts into one of two categories:
Category 1- In-channel sediment deposition in excess of two (2) inches in
thickness within the active channel bed which may require removal and proper
disposal.
Category 2 - In-channel sediment deposition less than two (2) inches in thickness
within the active channel which will remain in place.
NOTE: Based on experience with similar in-channel sediment deposition and
subsequent clean-up operations, it is our opinion that deposition layers less than
approximately two (2) inches in thickness should remain in place. Clean-up of
thin layers within the active channel bed can result in damage to the channel bed
which will exceed the temporary nature of localized thin layered deposition.
The onsite impacted stream lengths and areas of sediment accumulation have been
identified on the attached maps (Sheets 1 to 4 of 8) as Areas A through F-1.
Buffer Sediment Deposition
For ease of evaluations we have described observed buffer sediment impacts into one of
two categories:
Category 1- Sediment deposition in excess of two (2) inches in thickness which
may require removal and proper disposal. Once removed the disturbed surface
within the clean-up zone will require temporary stabilization including seeding
and mulching as required by the season and as described in the Erosion &
Sediment Control Planning and Design Manual (latest edition).
Category 2 -Sediment deposition less than two (2) inches which will remain in
place and maybe stabilized as described above for Category 1. In most cases
these areas will be left to stabilize by themselves.
Page 3 of 7
Sediment Impact Delineation & Clean-up Plan
Soil & Environmental Consultants, PA
April 11, 2007
Project No. 10570.D1
The impacted stream buffers have been identified on the attached maps (Sheets 3 to 5 of
8) as Areas F-2 and J-2.
Offsite Sediment Impacts
On April 3, 2007, we traversed the impacted stream corridor for the purpose of evaluating
the extent of offsite sediment impacts to the unnamed tributary to Poplar Creek on the
adjacent downstream property.
Based on our site observations some volume of suspended sediment was transported
offsite and deposited at several locations within the stream channel particularly at debris
jams where larger deposits of sediment were observed.
Much of the sediment was trapped by large woody debris in the channel and floodplain
directly upstream on the project site and prevented from further impacting the offsite
stream buffers. Sediment deposition was confined to the stream channel with little buffer
or floodplain impact offsite. Much of the offsite sediment appears to have been deposited
within the powerline easement in an herbaceous wetland area as well as at the inlet to a
small pond just beyond the powerline easement wetland. The sediment in the powerline
easement wetland area has revegetated with Juncus, Carex, and grasses. Areas of
significant sediment accumulation and in need of removal are labeled Areas G-N on the
attached drawings (Sheet 5-6). Representative photos of sediment impacts can be seen in
attached site photos.
A thin layer of up to two inches of coarse sediment was observed throughout the offsite
stream channel (Category 2). Areas of accumulation (Areas G-M) were observed from
three (3) inches to eight (8) inches in depth at pools and debris jams. The sediment
deposited at the inlet to the small pond (Area N) was approximately two (2) feet deep.
Proposed Clean-up Operations
This clean-up plan has been prepared for the sole purpose of providing a systematic
approach to remove and/or stabilize in place sediment deposited into streams (onsite and
on adjacent properties) and stream buffers.
Based on our site observations and experience with similar projects S&EC proposes the
following steps be performed to remove the existing sediment impacts onsite and reduce
the potential for future sediment impacts:
Step 1 Repair as necessary and augment existing site Erosion and
Sediment (E&S) control measures including silt fence, existing
sediment traps and sediment basins. All additional E&S control
measures and repairs should be performed /installed in accordance
with NCDENR .approved standards (We understand these actions
have already been taken per DWQ directives). Temporary and
permanent seeding measures should be applied at the earliest
opportunity across the site.
Page 4 of 7
Sediment Impact Delineation & Clean-up Plan
Soil & Environmental Consultants, PA
April 11, 2007
Project No. 10570.D1
All existing and new E&S devices should be inspected and cleaned
out (sediment removed from upstream of the devices) as required.
Typically the frequency of inspection is weekly, and after each
rainfall event of 0.5 inches (or greater).
Step 2 To the extent, required by DWQ, manually remove excess
sediment in the active channel (Category 1) and within the buffer
(Category 1) as identified on the plan sheets. Sediment will be
excavated to a depth that reaches the streams natural substrate (as
directed by S&EC personnel). All in-stream excavation will be
performed by hand. Excavation will be performed with manual
labor using shovels (flat head or "sharp shooter") and 5 gallon
buckets. Caution will be applied so as not to disturb the natural
channel bed. Excavation of excess sediment within the buffer will
be to a depth coincident with the original ground surface.
Existing easements or site trails and roads will be used for
vehicular access to assist in mass sediment removal. In areas of
extensive sediment accumulation, motorized equipment maybe
utilized. Where motorized equipment is used every effort will be
made to reduce the impact to the existing vegetated buffer. No
thinning or clearing of vegetation will be performed. Delineated
wetland areas will not be trafficked through to perform clean-up
operations.
Recovered sediment will be transported away from any channel,
buffer, or wetland areas and disposed of properly (in accordance
with State and local regulations).
Step 3 Buffer areas where sediment is removed (Category 1) or stabilized
in place (Category 2, if necessary) will be stabilized with straw
mulch and temporary and permanent seeding measures including
the most appropriate erosion control grasses for the season.
The need for supplemental planting measures (including bare root
tree and shrub species) will be evaluated upon the completion of
buffer clean-up efforts. Based on the recent replanting of the
riparian buffer we expect these efforts to be minimal. The exact
location and extent of these measures is unknown at this time and
will depend on the post clean-up condition of the buffer areas.
Those areas requiring planting will be over-planted with native tree
and shrub species including; Green ash (Fraxinus pennsylvanica),
American sycamore (Platanus occidentalis), River birch (Betula
nigra), Willow oak (Quercus phellos), Box elder (Ater negundo),
Tulip tree (Liriodendron tulipifera), Silky dogwood (Cornus
amomum), Buttonbush (Cephalanthus occidentalis), Elderberry
(Sambucus canadensis), or other appropriate species depending
Page 5 of 7
Sediment Impact Delineation & Clean-up Plan
Soil & Environmental Consultants, PA
April 11, 2007
Project No. 10570.D1
upon availability. Where planting is required, tree and shrub
species will be randomly intermixed on roughly a 6 foot by 6 foot
spacing to maintain the desired density.
Clean-up operations and in-stream structure installation will be performed under the
direct supervision of an individual with a thorough understanding of the purpose and the
delicate manner in which manual methods should be performed. We understand that
Cameron & Associates will engage S&EC to observe and provide onsite supervision of
in-stream clean-up operations.
Bank Stabilization
The section of stream with eroded and sloughing banks (approximately 100 feet) will be
regraded, stabilized, and revegetated. Stream banks will be graded as shown in the
Typical Cross-Sections (Sheet 7) with side slopes no steeper than 2H:1 V. The banks will
be lined with erosion control matting, hydro-seeded with appropriate erosion control
grasses, and over planted with live stakes.
Live stakes will consist of one or more of the following species:
S ecies Common Name
Corms amomum Silky Dogwood
Salix caroliniana Carolina Willow
Salix ni ra Black Willow
Sambucus canadensis Elderberry
Live stakes will be a minimum of 24 inches in length with a diameter of at least 1/2 of an
inch at the base (see Sheet 8).
In order to prevent the further migration of the headcut upstream, a log structure will be
placed immediately upstream of the headcut, as shown on Sheet 2. Details of this
structure are shown on Sheet 8. The exact location of the structure will be field
determined by the engineer.
Implementation Schedule
Within 45 days of the approval of this plan by DWQ, clean-up operations will be
completed (barring any inclement weather). A final report will be submitted to
NCDENR-DWQ within two weeks of the completion of site work.
Future Monitoring & Maintenance
Once initial sediment clean-up operations have been completed, we recommend that the
impacted areas be monitored for three (3) years, or less if deemed appropriate by
NCDENR-DWQ.
Monitoring should consist of a traversing the length of each of the impacted stream
reaches for the purpose of observing the condition of the channel bed and banks, adjacent
Page6of7
Sediment Impact Delineation & Clean-up Plan
Soil & Environmental Consultants, PA
April 11, 2007
Project No. 10570.D1
buffers, and the delineated jurisdictional wetland areas. Observations will be recorded
regarding identified sediment loading (if any), its apparent source, and recommendations
made for supplemental clean-up or stabilization measures. We recommend these
monitoring visits be conducted on a monthly basis for the first six (6) months after initial
clean-up operations and then quarterly after that point, for three (3) years. Should other
areas of sediment impact be identified in this process, visits may continue on a monthly
basis for an extended period of time before reducing to a quarterly frequency.
Please contact me if you have any questions or comments regarding this impacts
delineation and clean-up plan. We thank you for your assistance and project input to date
and look forward to the successful completion of the clean-up phase of this project.
Sincerely,
SOIL & ENVIRONMEN~~>ti,~ C+q~~SULTANTS, PA
~`~\oQ~ FMS Ro `~y9';
_ ,Qo ti9 - __.. ,.
g _ ~...~ c G.~ C~~~
Rebecca Wargo, P.E , ~,• ~~~ I1~~,~\` Jessica E. Regan
N.C. License No. 312 F • , G tv~ • 4~~ Environmental Scientist
~~~~B~~CA;S1\~P~~
Attachments: Figure 1 -Vicinity Map
Sediment Delineation & Clean-up Plan - (Sheets 1 through 8)
Site Photos
Cc: Mr. Charlie Keeter -Cameron & Associates
Ms. Lia Myott, DWQ
Page 7 of 7
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I . SITE DATA INCLUDING PROPERTY BOUNDARIES,
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4. GPS DATA COLLECTED ON APRIL 4, 2007, BY
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SEDIMENT DELINEATION - 511EET E 6 OF 8
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Sheet Title:
TYPICAL STRUCTURE d Sheet No.:
g OF 8
COIR MATTING DETAILS
Site Photos
Category I
Photo 2Sediment Impact Area B
Category 1
Cameron & Associates NOV Soil & Environmental Consultants, PA
April 2007 S&EC Job # 10570.D1
Photo I Sediment Impact Area A
Site Photos
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Photo 4-Sediment Impact Area D
Category 1
Cameron & Associates NOV Soil & Environmental Consultants, PA
April 2007 S&EC Job # 10570.D1
Site Photos
Category
Photo 6-Sediment Impact Area F
Category 1
Cameron & Associates NOV Soil & Environmental Consultants, PA
April 2007 S&EC Job # 10570.D1
Photo 5 Sediment Impact Area E
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Cameron & Associates NOV Soil & Environmental Consultants, PA
April 2007 S&EC Job # ]0570.D1
Site Photos
Category 1
Category 2
Cameron & Associates NOV Soi] & Environmental Consultants, PA
April 2007 S&EC Job # 10570.D1
Photo 9- Sediment Impact Area F & Debris Jam
Photo 10-Sediment Impacted Stream-South of Property Line
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Cameron & Associates NOV Soil & Environmental Consultants, PA
Apri12007 S&EC Job # 10570.D1
Site Photos
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Apri12007 S&EC Job # 10570.D1
Photo 13Sediment Impact Area I-South of Property Line
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Apri12007 S&EC Job # 10570.D1
Photo 15 Sediment Impact Area K-South of Property Line
Category 1
Site Photos
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Apri12007 S&EC Job # 10570.D1
Photo 17-Herbaceous Wetland at Powerline Easement
Site Photos
Photo 20Sediment Impact Area N-South of Property Line
Category I
Cameron & Associates NOV Soil & Environmental Consultants, PA
April 2007 S&EC Job # 10570.D 1
Photo 19 Sediment Impact Area M-South of Property Line
Category 1
Site Photos
Photo 22-Cross-section 2 at Lower End of Blown Out Area
Cameron & Associates NOV Soil & Environmental Consultants, PA
Apri12007 S&EC Job # 10570.D1
Photo 21-Cross-section 1 at Upper End of Blown Out Area
Site Photos
Photo 23 Cross-section 3 at Removed Temporary Crossing
Cameron & Associates NOV Soil & Environmental Consultants, PA
April 2007 S&EC Job # 10570.D1
--
~ T r-_~
N NOTE / / (~TIL/! Y PROVIDtRS: (CHECK
= All distances ore horizontal /
ground distances . / / '~ PROGRESS ENERGY ~ TiME WARNER CABLE o
~ ~5$ Bvv / P. O. BOX 177? 215 YOUNG STREET
I us N , / RAL800H452C.2 7602 252D492o8762 ~ 275
93 _ /
SIT /
i - e3 / / / 4 E I P UTILITY LINE SPRINT ^ WAKE ELECTRIC MEM
us ~ / P O. 80X 96064 P. O. BOX 1229
~" ,Se ; / \ TIE \ CHARLOTTE, N. C., 28296 WAKE FOREST, N. C., 2,
VICINITY MAP / / \ S 20°35' 06"E ~ ~~ ~ /-800-672-6242 l-800-474-6300
Nor ro Scal• ~ \ ~~ 92.01' ~ i~ t-800-535-0'89
/ ~ \ \ ~ UTILITY LINE ~~'' E I P
~ / \ $ 1 ' ~ ~ ~(~ •~ ~ 3`L~ ~ l ND I V l DUAL Wl_ L L , SEP T l C TANK B
/ \ 'i~ V \ N 69 PRIVATE SOL l D WASTE REMOVAL .
/ ~~ \ NR~-
/ \ ~ - ~
V ' 00 ~/~ \ \ 99 / N State of Nor th Caro I ina
2 ~ ~ 296' \ O° County of Vance
\ ~6, ~ \ v~ /, Review Of f i c
UTILITY LINE 66°~6 \ \ ~ ~ of Vance County, certify
pl \ \ 6~, that the map or plat to which this
EIP \ \ ~ ~ certification is affixed meets all
statutory requirements for recording
\ \ \ N
/ \
/ \ 1 \ ~.a
/ \ \ ~y, Review Officer
/ \
/ /
/ \
/ ~ \ NET
/ \
\ D. B.
\ EIP \ TAX
\ \
F. JOSEPH GOSSMAN \ 90' C4
D. B. 723, Pq. 419 ' _ \ qrG '40~ iti yA\ ~
P.B."V", Pq. 195 ~ \ ylO,c q'OO \ \ FRO
TAX MAP 412-4-3 ~ oo \ \ K'4} q~R 8 ~ / \ RE 4
4 /
2 \P/ ,oF•R GiyT \ S n
O \ D, 6 Cp \
~ \ 4~ / \
ALL OF THE FOLLOW / NG PROPERTY MARKERS /O \ pv.
J
63
ARE CONTROL CORNERS UNLESS OTHERWISE / ti \
NOTED : NRB, N / S, NPK, E / P, ERB, E ! S, EPK. ~ \ 4~3
/ o \ /
q a \
2 / 64. 08'
NRB
TH l S SURVEY HAS BEEN PREPARED W/ THOU T TRACT l A S 2 4 13' 59" W
THE BENEF / T OF A T / TL E REPORT AND N° ~ o
DOES NOT THEREFORE NECESSARILY y N 83, 78'
INDICATE ALL ENCUMBRANCES ON THE ~'m ~ 11.418 ACRES d
PROPERTY, o cP, I D. B. 532, Pq. 509 NRB
~ ~ S 19° 40' 30" E
v _ / 30.08' NRB
NOTE: Area computed by Coordinate Method °
~ S 67 06' S8" W
a' j 1 3 6. 2 4' _~ 110.`
m 2°~,
-. _.. ~ NRB CQ~~~
This plot Is subJect to all
easements, agreements and
rights of way of record prior
to Jhe date of this plat.
LEGEND
EIP Existing lion Pin Found
N/P New Iron Pipe Set
f/S Existing Iron Spike Found
N/S New Iron Spike Set
EPK Existing PK Nail Found
NPK New PK Nail Set
ERB Existing Rebor Found
NRB New Rebor Set
ERS Existing Railroad Spike Found
NRS New Railroad Spike Set
ECM Existng Concrete Monument Found
ENL Existing Nail Found
NL 60 Penny Nai! Set
CP Comlouted Point
ABL Mlnlmum Building Limits
R/W Right-of-Way
UP Utility Po/e
NiF Now or Formerly
MAG Magnetic Nail Found
30 00 200 300
1, Robert C. Cawthorne, certify that this
plat was drawn under my supervision from
an actual field survey made under my
supervision from deeds referenced on the
face of the plot; that any boundaries not
surveyed are clearly indicated on the
face of the plat; that the ratio of pre-
cision os calculated is ! ID, 000 ; that
this plot was prepared in accordance with
G. S. 47-30 as amended. Wi mess my or i g i -
nal signature, registration number and
s eo ! this 22 day o f FEBRUARY ~ 2006
~~
R bet f C. Cawthorne, P.L. S. L-3961
S 38° 16' 19" W ~~
164. 78'
S 54° 18' 55" W
82. 19'
CAROLINA POWER 8 LIGHT Cc
_ 70' RIGHT OF WAY AS PER D
-' - NRB D.B. 433, Pq. 87
` -- ~ 126. 18'
_ ~V//
F. JOSEPH GOSSMAN o NRB c~ ~ ~ ~ -~
D. B. 723, Pq. 419 S 24 33' 23" W ~ -~
100. 98' ~ - ,,~
P. B. " V" , Pq. 195 50' M3L ___/
TAX MAP 412-4-3
LINE ALONG FENCE LINE 8 HEDGEROW
- - - - - - - -NRB 1- N--iR~7n--~-_-
ECM ~ NRB
TIE FROM ECM TO NRB S 88°51' 10"W
N 22° 25' 38" W 3. 44' 93.23'
INTERSTATE 85
VARIABLE RiW
_ _ _ ~- S ~
_O~ NRB
RiW
DISK
NANCY W. CREWS TIE
D. B. 709, Pq. 369
TAX MAP 4 12-2-7 N 75° 39' 47" E
48. 05'
S 88° 5 I' 10" W
345.09'
I certify that this survey creates o sub-
division of land within the area of o
county or municipality that has an ordi-
nance~that regulates parce/s of land.
~~f~~ ~~~
Robert C. Cawthorne, P.L. S. L-3961
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OVIDERS: (CHECK 3 OF 4) CERTIFICATE OF OWNERSHIP AND DEDICATION
'ME WARNER CABLE of HENDERSON I (WE) HEREBY CERT /FY THAT / AM (Wf ARE) THE OWNERS )
15 YOUNG STREET OF THE PROPERTY SHOWN AND DESCRIBED HEREON, WH/CH WAS
ENDERSON, N. C., 27536 CONVEYED TO hE (US) BY DEED RECORDED /N THE VANCE COUNTY
52-492-8762 REGISTER OF DEEDS ON BOOK PAGE AND THAT l (WF J I I
HEREBY ADOPT TH / S PLAN OF SUBD /VISION W l TH MY (OUR )
WAKE ELECTRIC MEMBERSHIP CORP. FREE CONSENT, ESTABLISHED M/ N /MUM BUILDING SETBACK LINES, I I
'
0
BOX 1229 AND DED / CATS ALL ROADS, ALLEYS, WALKS, PARKS AND OTHER
.
. SITES AND EASEMENTS TO PUBL /C OR PR I VATf USE AS NOTED. I
AKE FOREST, N. C. , 27588 I
-800-474-6300 FURTHER, THAT THE LAND SHOWN HEREON / S WITH / N THE
,;,
I L!1
SUBDIVISION REGULATION JURISDICTION OF VANCE COUNTY, °D
NORTH CAROL INA. Q ~ N I
SEP T l C TANK 8 ?
TE REMOVAL .
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~ I Fr I
OWNER DATE F~
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c~
Review Officer
County, certify v ~ ,
I
I to wnicn Isis Z I
ffixed meals oll CERTIFICATION OF FINAL APPROVAL 0
~ ~
nls for recording. AND OR RECORDING I
_ _
I
l HEREBY CERTIFY THAT THE SUBDIVISION I
Review officer PLAT SHOWN HEREON HAS BEEN FOUND TO ~ I
I
COMPt Y W! TH THE SUBD l V l S I ON r~ I
REGULATIONS OF VANCE COUNTY, HAS BEEN
NET I HENDERSON Lac
D. B. 890, Pq. 745 gppROVED BY THE VANCE COUNTY PLANNING C~ ~.
TAX MAP 409-2- I BOARD AND THAT THIS MAP HAS BEEN I x
APPROVED FOR RECORDING I N THE OFFICE I ~~ ~
r,,~g L OF THE REG / S TER OF DEEDS. ~ I
FONT 50' I
~ ,
\ REAR 20
I
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c0 \ \ S DE 20 SUBD / V lS ION ADM/N I STRATOR I I~
\
42 N 85° 27' 27" E I
~ A DEEDS OVERLAP 29.95 I
~.
63 \ DATE TRACT 2B 60' PR IVATE RiW ~ I
\ \ 4~3
\ 309 ACRE AS PER
0 D. B. 890, Pg. 745 ~ /~ I
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D. B. 842, Pq. 836
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\ NRB D.B. 890, Pq. 745 ~
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64. 08
NRB ~ ~ S
600 \ N 6 I ° 4 I' 46" E
~ C,1 ~ S 04° 35' 07" E
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TRACT 2A ~
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i CAROL INA POWE'R,~ OF WAY
Pq• 58
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82,
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As PER
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INTERSTATE 85
DGEROW RiW
W VARIABLE RiW ~
DISK
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i-S
NRB
iW
ISK
TIE CURVE RADIUS TANGENT LENGTH DELTA CHORD CH. BEARING ~~i NCGS "CREWS"
N 75° 39' 47" E
'
C- I 700. 00' 147. 16' 290. 09' 23° 44' N 285382.975 M
39" 288. 02' N 73° 35' 08" E E 655343
487 M
.,
48. 05
INTERSTATE 85
6
1
2
6 .
NAD 83
7
2
0
W
9' VARIABLE C-3
30. 00'
30.01'
47.
3' 90° 00'
RiW 4
"
42. 43' S 49° 35' S9" E
REVISED 7-31-2006
REVISED 3-28-2006
CA W THORNS & A SSO ClA TES
REAL ESTATE DEVELOPERS INC.
OWNER - REAL ESTATE DEVELOPERS, INC. (TRACT I)
egistered
Land Surveyors
P.,4. OWNER - JOHN K. NELMS 8 OTHERS (TRACT 2 8 3 )
DABNEY TOWNSHIP
,
P. 0, Box /558 822 Dabney Drive VANCE COUNTY, NORTH CAROLINA
SCALE I" = 100' FEBRUARY 22
2006
Hen der s on, Nor th Carolina 27536 ,
FILE 3~ 91-06-019-A-L
Phone ,4' 252-492- 004 / Fax ,~ 252-492-2846
RCC TAx MAP q 409- I - I