20061592 Ver 1_NOV Response_20070220

soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carotins 27614 Phone: [phone] Fax: [phone]
www.SandEC.com
February 20, 2007
S&EC Project No. 10570.D1
Ms. Lia Myott Mr. Danny Smith
NCDENR -DWQ NCDENR -DWQ
Surface Water Quality NPS Assistance and Compliance
512 N. Salisbury St 512 N. Salisbury St
Raleigh, NC 27604 Raleigh, NC 27604
Reference: Cameron & Associates Tract
Buffer Restoration Plan -Tract 1
Vance County, NC
Dear Ms. Myott and Mr. Smith:
As described in your Notice of Violation (NOV) dated November 7, 2006, personnel
from your office inspected a portion of stream channel and adjacent riparian buffer on the
referenced property. The NOV details the identification of un-permitted impacts to the
existing riparian buffer along an unnamed tributary to Poplar Creek as well as an
unnamed tributary to that unnamed tributary. Additionally, an unauthorized stream
crossing had been installed.
Following this inspection, Soil & Environmental Consultants, PA (S&EC) was engaged
by Mr. Keeter to assist in the coordination with your office, the resolution of the
violation, and the development of a Buffer Restoration Plan for the aforementioned
impacts. On December 6, 2006, personnel from our Design Group visited the site to
observe site conditions. While onsite, we observed the characteristics of the site and
surrounding area, verified surface and channel flow conditions, evaluated buffer impacts
along the reach, and observed existing property boundaries, structures, utilities, and water
conveyance structures.
In a Notice of Continuing Violation issued on December, 21, 2006, it was noted by DWQ
that a stream determination appeal would be granted, however, all required responses (as
indicated by the previous NOV) would still be required. An extension was requested by
Cameron & Associates.
The purpose of this letter is to summarize our findings regarding buffer impacts that have
occurred along the subject reach and describe in detail our plan for its restoration.
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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. One stream exists onsite.
One, an unnamed tributary of an unnamed tributary of Poplar Creek (Reach 1), runs
generally to the southwest until its confluence with an unnamed tributary of Poplar Creek
(Reach 2), which runs from north to south. 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.
The buffer determination for Reach 1 (above the power easement) is currently being
appealed. Based on a conversation onsite with Cyndi Karoly of DWQ on February 8,
2007, the upper portion of Reach 1 will not be addressed in this submittal. Based on site
conditions, the buffer determination appeal has been postponed until the growing season.
A restoration plan, if required, will be addressed after that time.
Onsite Observations
From our site observations, approximately 500 feet of Reach 1 has had vegetation
removed from Zones 1 and 2. This area totals approximately 1.258 acres of buffer. The
impacted buffer areas have been labeled as "Buffer Impact 1" on the enclosed Figure 1.
Zones 1 and 2 of the buffer have been labeled on the enclosed site survey (Figure 2).
Zone 1 totals approximately 0.806 acres. Zone 2 totals approximately 0.452 acres.
Approximately 800 feet of the Reach 2 has had vegetation removed from Zone 2. This
area totals approximately 0.308 acres of buffer. The impacted buffer areas have been
labeled as "Buffer Impact 2" on the enclosed Figure 1. Zone 2 of the buffer has been
labeled on the enclosed site survey (Figure 2). Zone 2 impacts total approximately 0.308
acres.
As cited in the NOV, fill material (to include mostly logs and debris) has been placed in
the stream channel on Reach 1 in order to construct a temporary crossing for heavy
equipment. The location of this stream crossing is labeled as "Temporary Crossing" on
the enclosed Figure 1.
Representative photographs of the impacted areas are attached as Site Photos 1 through 3.
The impacted areas and acreages are shown on the attached site surveys provided by
Cawthorne & Associates.
Buffer Restoration Plan
A planting plan has been developed for the impacted buffer areas. All impacted areas
within Zone 1 (approximately 0.806 acres) along the UT of Poplar Creek will be over-
planted with native tree and shrub species to include:
2

S ecies Common Name
Betula ni ra River Birch
Ca inus caroliniana Ironwood
Cornus orida Do wood
Chionanthus vir inicus Frin etree
Fraxinus enns lvanica Green Ash
Liriodendron tuli i era Tuli Po lar
Platanus occidentalis S camore
uercus hellos Willow Oak
uercus michauxii Swam Chestnut Oak
The majority of the trees shall consist of bareroot seedlings, tublings, or containerized (1
gallon) seedlings (approximately 232 stems) evenly distributed amongst at least three (3)
of the species listed above. Twenty (20) percent of trees planted (approximately 58) will
be balled and burlapped not less than 1.5-inch to 2-inch caliper nursery stock. Tree and
shrub species will be randomly intermixed on roughly a 10 foot by 10 foot spacing to
gain the desired density of 320 stems per acre.
Impacted areas of Zone 2 (approximately 0.76 acres) of the UT to Polar Creek will be
revegetated with grass species only and will remain a maintained lawn, which is an
exempt use in Zone 2 according to the Tar-Pamlico Riparian Buffer Rules. Diffuse flow
will be maintained into the buffer.
S&EC will provide necessary supervision during planting operations to ensure the
general intent of the restoration plan is met.
Stream Stabilization Plan
The section of stream impacted by the unauthorized crossing (approximately 30 feet in
length) will be repaired, stabilized and revegetated. Fill material in the stream channel
will be removed and transported away from the stream. Stream banks will be graded to a
slope of 3:1, covered with erosion control matting, 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 Silk Do wood
Salix caroliniana Carolina Willow
Salix ni ra Black Willow
Sambucus canadensis Elderbe
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 Figure 2).

Future Monitoring & Maintenance
Once restoration plan operations have been completed, we understand that the restored
buffer areas are to be monitored for three years, or less if deemed appropriate by
NCDENR-DWQ. Monitoring should consist of a qualitative planting survivability
evaluation. We recommend these monitoring visits be conducted on an annual basis
(during the growing season) after the completion of the planting. A brief letter report and
photographs will be provided to NCDENR-DWQ following each monitoring visit or at
the end of each monitoring year.
We thank you for your assistance and project input to date and look forward to the
successful completion of this restoration project. Please contact me if you have any
questions or comments regarding this plan.
Sincerely,
SOIL & ENVIRONMENTAL CONSULTANTS, PA
...~ ~h'u "~'--' J~-~
Jessica E. Regan
Attachments: Figures 1 through 2
Site Surveys from Cawthorne & Associates (2)
Site Photos
Cc: Mr. Charlie Keeter
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JER Cameron ~ Assoaates NOV ~ Soi{ & E 1 ~{I, Consultants, PA
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Scale: Vance County, NC 11010Raven
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Date: Source:
February 2007 Henderson Quadrangle

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PROJECT NO.: SHEET TITLE:
10570.D I VANCE COUNTY, NC LIVpE~STAKEATND BANK
PROJECT MGR.: °PAI R DL I AI LS
JER
DRAWN BY: FIGURE 2 PROJECT NAME: , gpjl ~ $~rpnmeahl Consaltaats, PA
°a CAM ERON ~ ASSOCIATES 11010 Raven Ridge Road • Raleigh, North Carolina 27614
DATE: SCALE: Phone: [phone] Fax: [phone]
FEBRUARY 2007 NO SCALE TRACT I www.SandEC.com
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TRACT A - ZONE 2
COURSE BEARING DISTANCE
L-1 S 64'23'00"W 184.12'
L-2 S 33'39'27"W 110.24'
L-3 S 41'55'26"W 76.58'
L-4 N 81'43'02"W 24.02'
L-5 N 41'55'26"E 88.44'
L-6 N 33'39'27"E 1 t4.29'
L-7 N 64'23'00"E 149.45'
L-8 S 89'08'50"E 44.87'
TRACT B - ZONE 2 TRACT C - ZONE
COURSE BEARING DISTANCE
COURSE BEARING DISTANCE
L-9 S 49'09'22"W 36.78'
L-10 S 06'55'39"W 29.38' L-19 S 06'55'39"W 43.71'
L-11 S 24'41'20"W 32.91' L-20 S 29'37'29"W 45.03'
L-12 S 16'50'07"W 20.59' L-21 S 23'09'20"W 42.38'
L-13 S 88'51'10"W 21.03' L-22 S 88'51'10"W 21.94'
L-14 N 16'50'07"E 28.46' L-23 N 23'09'20"E 52.54'
L-15 N 24'41'20"E 31.16' L-24 N 29'37'29"E 42.14'
L-16 N 06'55'39"E 33.98' L-25 N 06'55'39"E 40.17'
L-17 N 49'09'22"E 27.19' L-26 S 81'43'02"E 20.01'
L-18 S 81'43'02"E 26.45'
~~ NOTE: ZONE 1 - UNDISTURBED VEGETATION
~~ ~~ NOTE: ZONE 2 - AREA FOR RESTORATION
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$5.67. D.B. 709, Pg. 369 INTERSTATE 85
NTERSTATE 85 ~
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C,4WTHORNE & ASSOCIATES'
PRELIMINARY
S oREY Registered Land Surveyors, P.q.'
PROPOSAL
NOT FOR SALES,
CONVEYANCES OR
RECORDATION
P. 0. Box 1558 822 Dabney Drive
Henderson, North Carolina 27536
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Phone # [phone] Fax # [phone] I
RCC

TRACT A - ZO
COURSE BEARING
VICINITY MAP
Not to Scole
NOTE
All distances are horizontal
ground distances.
ALL OF THE FOLLOWING PROPERTY MARKERS
ARE CONTROL CORNERS UNLESS OTHERWISE
NOTED: NRB,NIS,NPK,EIP,ERB,EIS,EPK.
THIS SURVEY HAS BEEN PREPARED WITHOUT
', THE BENEFIT OF A TITLE REPORT AND
DOES NOT THEREFORE NECESSARILY
INDICATE ALL ENCUMBRANCES ON THE
PROPERTY.
NOTE: Area computed by Coordinate Method
This plat is subject to all
easements, agreements and
rights of way of record prior
to the date of this plat.
LEGEND
EIP Existing Iron Pin Found
NIP New Iron Pipe Set
EIS Existing Iron Spike Found
NIS New Iron Spike Set
EPK Existing PK Nail Found
NPK New PK Nail Set
ERB Existing Rebar Found
NRB New Rebar Set
ERS Existing Railroad Spike Found
NRS New Railroad Spike Set
ECM Existng Concrete Monument Foun
ENL Existing Nail Found
NL 60 Penny Nail Set
CP Computed Point
M8L Minimum Building Limits
R/W Right-of-Way
UP Utility Pole
N/F Now or Formerly
MAG Magnetic Nail found
L-1 S 64'23'00"W
L-2 S 33'39'27"W
L-3 S 41'55'26"W
L-4 N 81'43'02"W
L-5 N 41'55'26"E
L-6 N 33'39'27"E
L-7 N 64'23'00"E
L-8 S 89'08'50"E
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P.B."X", Pg. 358
TRACT 1A
PROPERTY LINE L_31
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CAROLINA POWER & LIGHT CO. `~' ~ ~Q' ~ ~ c~ -1$ 84.32'
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85.67' D.B. 709, Pg. 369
INTERSTATE 85
I, 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 plat; that any boundaries not
surveyed are clearly indicated on the
face of the plat; that the ratio of pre-
cision as calculated is 1 10,000 that
this plat was prepared in accordance with
G.S. 47-30 as amended. Witness my origi-
nal signature, registration number and
seal this day of
Robert C. Cawthorne, P.L.S. L-3961
PRELIMINARY
SURVEY
OR
PROPOSAL
NOT FOR SALES,
CONVEYANCES OR
RECORDATION
____
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E 2 TRACT B- ZONE 2
TRACT C- ZONE 2 TRACT D- ZONE 2
E COURSE BEARING DISTANCE
COURSE BEARING DISTANCE COURSE BEARING DISTANCE
4.12' L-9 S 49'09'22"W 36.78'
0.24' L-10 S 06'55'39"W 29.38' L-19 S 06'55'39"W 43.71' L-27 N 26'17'50"E 37.70'
6.58' L-11 S 24'41'20"W 32.91' L-20 S 29'37'29"W 45.03' L-28 N 52'28'15"E 122.55'
4.02' L-12 S 16'50'07"W 20.59' L-21 S 23'09'20"W 42.38' L-29 N 33'39'27"E 126.26'
8.44' L-13 S 88'51'10"W 21.03' L-22 S 88'51'10"W 21.94' L-30 N 64'23'00"E 122.80'
4.29 L-14 N 16'50'07"E 28.46' L-23 N 23'09'20"E 52.54' L-31 N 11'36'40"W 5.98'
9.45' L-15 N 24'41'20"E 16' L-24 N 29'37'29"E
31 42.14' L-32 N 17'53'41"E 72.66'
4.87 L-16 N 06'55'39"E .
33.98' L-25 N 06'55'39"E 40.17' L-33 N 24'22'58"E 52.56'
L-17 N 49'09'22"E 27.19' L-26 S 81'43'02"E 20.01' L-34 S 60'33'02"E 20.08'
L-18 S 81'43'02"E 26.45' L-35 S 24'22'58"W 49.65'
L-36 S 17'53'41 "W 66.26'
L-37 S 11'36'40"E 16.34'
L-38 S 64'23'00"W 132.92'
L-39 S 33'39'27"W 124.08'
INDISTURBED VEGETATION L-4o s 52'28'15"w 121.22'
,REA FOR RESTORATION L-41 S 26'17'50"W 26.54'
L-42 N 81'43'02"W 21.03'

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ASS ®C I A T E S SURVEY FOR
CHARLIE L. KEETER, III
DEBRA L. KEETER
g i s t e re d La nd Surveyors , P. A. CAMERON & ASSOCIATES
DABNEY TOWNSHIP
P. 0. BOX 1558 822 Dabney DrIVe VANCE COUNTY, NORTH CAROLINA
Henderson, North Carol ina 27536 SCALE 1" = 100' JANUARY 10, 2007
ne # 252-492-0041 Fax # [phone] FILE # 91-06-019-G-L
RCC TAX MAP # 409 -1-1

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L-1 N 64'54'08"E 52.31' L-21 N 22'25'38"W 21.95' v
L-2 N 08'05'38"E 36.07' L-22 N 43' 14'34"E 3.33' ~
L-3 N 33'50'28"E 37.63' L-23 N 20'25'59"E 15.38' ~
L-4 N 35'49'07"E 38.76' L-24 N 32'55'24"E 62.44' Z
~-' ~ L-5 N 20'26'22"E 60.84' L-25 N 35'00' 12"E 20.26' o
L-6 N 15'28'28"E 84.28' L-26 N 18'42'26"E 72.66' ~
' L-7 N 23'27'05"E 78.56' L-27 N 10'58'05"E 51.78' ~
L-8 N 16'05'03"E 81.28' L-28 N 24'08'51 "E 47.80' ~
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L-9 N 13'05'46"E 49.40' L-29 N 22'08'54"E 49.66'
L-10 S 60'32'48"E 20.84' L-30 N 15'42'13"E 91.87'
L-11 S 13'05'46"W 44.05' L-31 N 1702'01"E 35.75'
L-12 S 16'05'03"W 83.09' L-32 S 60'32'48"E 20.48'
L-13 S 23'27'05"W 78.45' L-33 S 17'02'01 "W 31.12'
L-14 S 15'28'28"W 83.75' L-34 S 15'42'13"W 92.76'
L-15 S 20'26'22"W 64.41' L-35 S 22'08'54"W 51.13'
L-16 S 35'49'07"W 41.12' L-36 S 24'08'51 "W 45.84'
L-17 S 33'50'28"W 32.72' L-37 S 10'58'05"W 50.82'
L-18 S 08'05'38"W 42.32' L-38 S 18'42'26"W 76.88'
L-19 S 64'54'08"W 64.06' L-39 S 35'00'12"W 22.76'
L-20 N 22'25'38"W 20.02' L-40 S 32'55'24"W 59.89'
L-41 S 20'25'59"W 17.23'
~~ L-42 S 43'14'34"W 16.41'
_ ~
~ ~ NET 1 HENDERSON LLC
~ D.B. 890, Pg. 745
~ ~\
_~~ TRACT A = 0.242 ACRE ZONE 2
I ~ ~ \ ~ ~ 10531 SOFT.
~ \~ ~~
~~\ 90. ~qRo ~~ TRACT B = 0.806 ACRE ZONE 1
~ \ ~ ~S'/~, <ii~q ~ ~ 35089 SQ.FT.
\ qs AA~w \~~ TRACT C = 0.210 ACRE ZONE 2
~ \ F'R FR ~
~~\ ~e 4?i~tiT ~~\ s158 sQ.FT.
~- DRAIN OR CREEK ~ ~ ~ p CO ~ ~
~ 9. ~
~ B3 ~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
CAMERON & ASSOCIATES ~ ~ ~
D.B. 1 1279. Pg58 31 ~ ~ \ ~ ~ \
P.B."X", P 33 ~
TRACT 1 A ~~ ~ ~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ \
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
i
i
TIE ~
N 72'43'10"W 1586.30'
~~
NCGS "CREWS"
N = 285382.975 M
E = 655343.487 M
NAD 83
---__

s W T H 0 R N

E
p~
OC ___

A S S O C I A T E S
SURVEY
FOR
CAMERON & ASSOCIATES
~gistered Land Surveyors, P.A.,
~. 0. Box 1558 822 Dabney Drive
Henderson, North Carolina 27536
~e ~ 252-492-0041 Fax # [phone]
RCC
_.
__
DABNEY TOWNSHIP
VANCE COUNTY, NORTH CAROLINA
SCALE 1" = 100' JANUARY 23, 2007
FILE # 91-06-019-H-L
TAX MAP # 409-1 -1

I
~~,
~ ~~
~ ~~
~ ~ ~~~
~ ~
~ \ ~~\\\ /// ~~' n
VICINITY MAP ~
_. __ -Not to Scale _ _ \ ~ ~ ~ , ~' / ~ V ~
\ ,, ~ Z
~ ~~~ I
~ ~~
~ ~~ ~
~ ~ \\
i / ~ ~
~ \
/ ~ ~ \ \
~ ~ ~ \
/ / ~ \ \
/ / / ~ ~
\ ~
\ i
I ~ / / ~ ~ \
~ ~
\ ~ \ ~
\ ~
\ ~
\ ~
~ \
~ \
~ \
~ / / \ ~ \ \
/ ~
~' ~ ~ S 60'32'48"
~ ~ ~ 70.94'
~~ ~
i _~\3/ "~
~i~ ~
i ~
All distances are OhoEizontal CAMERON & ASSOCIATES ~o// / °j/
D.B. 1 127, Pg. 831 ~ / v- -..r /
9 P.B."X" Pg. 358 ~ l / j~
round distances. TRACT 1A 1 / ~ p
~/ /
ALL OF THE FOLLOWING PROPERTY MARKERS i ~/~ ~~n ~` / // N
ARE CONTR v / ~ / / / ~
OL CORNERS UNLESS OTHERWISE ~~,
NOTED: NRB,NIS,NPK,EIP,ERB,EIS,EPK. N <v~
~Tj ~ / ~, /
~ ~{v ^ /~'~/~
Nl ~ =t~~~0//~'
J 6
THIS SURVEY HAS BEEN PREPARED WITHOUT ~ dl~ do / /
THE BENEFIT OF A TITLE REPORT AND ~~~-.~~/ `~°/ / ~
DOES NOT THEREFORE NECESSARILY ry Ct~' ©, A
INDICATE ALL ENCUMBRANCES ON THE ~// / M~ /~~
PROPERTY. ~ /~
i~'
NOTE: Area com uted b Coordinate Method txv l" ~~~ ~/ /~
P Y ~`~/ ~ 1
L-23 ~' / / i°~ a ~ J
/ j'
This plat is subject to all F. JOSEPH GOSSMAN L-21 ~ ~ "/ ~"
easements, agreements and D.B. 723, Pg. 419 L-4 N~ ,( i
}'~
rights of way of record prior P.B.'v", Pg. 195 J ~
to the date of this plat. N 22'25'38"W I
~~/~ J
69.25' ~y' ~
LEGEND L-20 ~~ ~ ~9
EIP Existing Iron Pin Found
', NIP New Iron Pipe Set
EIS Existing Iron Spike Found
NIS New Iron Spike Set
EPK Existing PK Nail Found
NPK New PK Nail Set
ERB Existing Rebar Found
NRB New Rebar Set
ERS Existing Railroad Spike Found
NRS New Railroad Spike Set
ECM Existng Concrete Monument Found
ENL Existing Nail Found
NL 60 Penny Nail Set
CP Computed Point
MBL Minimum Building Limits
R/W Right-of-Way
UP Utility Pole
N/F Now or Formerly
MAG Magnetic Nail Found
_._
___ _ _._
I, Robert C. Cawthorne. certify that this
plat was drawn under my supervision from
i an actual field survey made under my
supervision from deeds referenced on the
!j face of the plat; that any boundaries not
surveyed are clearly indicated on the
face of the plat; that the ratio of pre-
I cision as calculated is 1 10,000 that
this plat was prepared in accordance with
G.S. 47-30 as amended. Witness my origi-
nal signature, registration number and
I seal this day of
Robert C. Cawthorne, P.L.S.
_ _ __.
L-3961
_ _ _ _ _
PRELIMINARY
SURVEY
OR
PROPOSAL
NOT FOR SALES,
CONVEYANCES OR
RECORDATION
C~
R
Phnl

i '
i
i
i
i
i
i '
~~
\ ~
i ~
\ ~
\ ~ i ~
\ ~ ~'~ ~ ~ y ri~ COURSE BEARING DISTANCE COU
~ 1
~~ \~~~ ~~'~/ GJV ~ L-1 N 64'54'08"E 52.31' L-2
~ ~ , ~ 1 L-2 N 08'05'38"E 36.07' L-
~ ~ ~ ~~ \~ ~~~ L-3 N 33'50'28"E 37.63' L-2
~ , ~ ~ G~ , L-4 N 35'49'07"E 38.76'
~ ~ ~' ~ V • ~ ~ L-5 N 20'26'22"E 60.84' L-2
~ ~ ~ ~ ~ L-6 N 15'28'28"E 84.28' L-2
~ ~ ~~
~ ~ ~ - L-7 N 23'27'05"E 78.56' L-2
~ ~ ~ L-8 N 16'05'03"E 81.28' L-2
~' ~ ~ ~ ~ ~ ~ L-9 N 13'05'46"E 49.40' L-2
~~ ~ ~~ L-10 S 60'32'48"E 20.84' L-
-' ~ ~ \ ~ ~ L-1 1 S 13'05'46"W 44.05' L-
~ ~ L-12 S 16'05'03"W 83.09' L-
~ ~ L-13 S 23'27'05"W 78.45' L-
~ ~ ~ ~ L-14 S 15'28'28"W 83.75' L-
~~ ~~ L-15 S 20'26'22"W 64.41' L-
~. ~~ L-16 S 35'49'07"W 41.12' L-
~ ~ ~ ~ L-17 S 33'50'28"W 32.72' L-
~ ~ L-18 S 08'05'38"W 42.32' L-
~ ~ ~ ~ ~ L-19 S 64'54'08"W 64.06' L-
~ ~ ~ L-20 N 22'25'38"W 20.02' L-
~~~ ~~ ~ L-
~ ~ L-
~~ ~ \
~~~~ ~~\ S 60'32'48"E ~~~
~~ ~ ~\ ,70.94' ~~
' ~ ~'d J ~ ~ ~ ~` \ ~ ~ NET 1 HENDERSON LLC
11 Y~ ~7p ~ D.B. 890, Pg. 745
CAMERON & ASSOCIATES o / / j'/ ~ ~ ~ ~ TR
D.B. 1 127, Pg. 831 ~/ /~ -.~ / ~ ~ \ ~ ~ \
TRACT ~1 A g 358 -~/ / i ~(~ ~
J ~ Y \ ~
TR
l / / ~~ 9p• cqR ~~
N ¢ d / ~/ /N ~~\~ nib ~iNq ~~
~ ~, ~ 42 tiT
~i/~O`~/M~ ~ /ry/ DRAIN OR CREEK ~ ~ ~ p CO ~ ~ \
/P~j ,~ J ~ / /~y, CAMERON & ASSOCIATES \ ~ ~ \ \ ~ ~
N/~ ©, ~ A / D.B. 1 127, Pg 831 ~ ~
~ ~ ~ P.B."X", Pg. 358 ~
~/ ~ J l ~ / '' TRACT 1 A ~~ ~
cy``~ ,( / ~ \ ~ ~
i Y
~ h ~\
iry7 rv~~ ~/ l \ ~
L-23 "~ 7a a ~ ~ ~
L-22 ~~ ~ ~~v
i
F. JOSEPH GOSSMAN L-21 ~ L 4 ¢/ i^
D.B. 723, Pg. 419 N I ~
P.B.'V", Pg. 195 1 00
~ ~I ' ~
N 22'25'38"W L~ ~ ~~
69.25' ~-
TIE
N 72'43'10"W
1586.30'
NCGS "CREWS"
N = 285382.975
E = 655343.487
NAD 83
PRELIMINARY
SURVEY
OR
PROPOSAL
NOT FOR SALES,
CONVEYANCES OR
RECORDATION
_ _ __ __
~~ CAWTH ®R N E & ASS®C IATES
Registered Land Surveyors, P.~.
P. 0. Box 1558 822 Dabney Drive
Henderson, North Carolina 27536
Phone # [phone] Fax # [phone]

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Photo 2-Typical Buffer Impacts
Cameron & Associates NOV soil & Environmental Consultants, PA
February 2007 S&EC Job # 10570.D1
Photo 1Typical Buffer Impacts

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Photo 3Temporary Crossing Impacts
Cameron & Associates NOV Soil & Environmental Consultants, PA
February 2007 S&EC Job # 10570.D1