SW7070920_APPROVED PLANS_20080514

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7,
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Ftic S:\CHW601\SUWMSION COVER REV2.dwg, Layout Model, W. DStphene. Patted: Mon Mr 28. 2008 at 1:37pm. XREF• Used:
1. SUBJECT TO ALL EASEMENTS, RIGHTS —OF —WAY,
STREETS, AND ASSESSMENTS, IF ANY, AS THE SAME MAY
APPEAR OF RECORD IN THE OFFICE OF THE REGISTER OF
DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX OFFICES
OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE
USE.
2. CONTROL WAS ESTABLISHED BY GPS METHODS.
3. IRON STAKES ARE SET AT ALL CORNERS, UNLESS
OTHERWISE NOTED.
4. ALL DISTANCES ARE HORIZONTAL GROUND.
5. AREA BY COORDINATE COMPUTATION.
6. SURVEY FROM INFORMATION FOUND IN DEEDS AND
PLATS OF RECORD IN CHOWAN COUNTY REGISTRY AND
CORNERS LOCATED IN FIELD.
7. ZONING — IW
8. SETBACKS: FRONT — 40'
SIDES — 12'
REAR — 20'
STATE OF NORTH CAROLINA
COUNTY OF
I, REVIEW OFFICER OF COUNTY,
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS
AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
DATE
NORTH CAROLINA
CHOWAN COUNTY
PRESENTED FOR REGISTRATION AND RECORDED
IN THIS OFFICE IN PLAT CABINET
SLIDE , THIS THE DAY OF
, 20_.
REGISTER OF DEEDS
TITLE REFERENCE
PLAT CABINET 1 SLIDE 3—B
CHOWAN COUNTY REGISTRY
E
I HEREBY CERTIFY THAT ALL STREETS SHOWN ON
THIS PLAT ARE WITHIN THE TOWN OF EDENTON'S
PLANNING JURISDICTION, ALL STREETS AND
OTHER IMPROVEMENTS SHOWN ON THIS PLAT
HAVE BEEN INSTALLED OR COMPLETED OR THAT
THEIR INSTALLATION OR COMPLETION (WITHIN
TWELVE MONTHS AFTER THE DATE BELOW) HAS
BEEN ASSURED BY THE POSTING OF A
PERFORMANCE BOND OR OTHER SUFFICIENT
SURETY, AND THAT THE SUBDIVISION SHOWN ON
THIS PLAT IS IN ALL RESPECTS IN COMPLIANCE
WITH CHAPTER 21 OF THE EDENTON TOWN CODE,
AND THEREFORE THIS PLAT HAS BEEN APPROVED
BY THE EDENTON LAND USE ADMINISTRATOR,
SUBJECT TO ITS BEING RECORDED IN THE
CHOWAN COUNTY REGISTRY WITHIN SIXTY DAYS
OF THE DATE BELOW.
DATE LAND USE ADMINISTRATOR
/
CERTIFICATE OF OWNERSHIP AND nFrncano
<
SCAPE
\\E22ocUAToDN
15
1 HEREBY CERTIFY THAT I AM THE OWNER OF
\\ AREA
22
THE PROPERTY DESCRIBED HEREON, WHICH
24
2
PROPERTY IS LOCATED WITHIN THE
\
SUBDIVISION REGULATION JURISDICTION OF THE
TOWN OF EDENTON, THAT I HEREBY FREELY
ADOPT THIS PLAN OF SUBDMSION AND
DEDICATE TO PUBLIC USE ALL AREAS SHOWN
ON THIS PLAT AS STREETS, ALLEYS, WALKS,
21
1G
PARKS, OPEN SPACE, AND EASEMENTS,
EXCEPT THOSE SPECIFICALLY INDICATED AS
PRIVATE, AND THAT I WILL MAINTAIN ALL SUCH
25
AREAS UNTIL THE OFFER OF DEDICATION IS
ACCEPTED BY THE APPROPRIATE PUBLIC
AUTHORITY, ALL PROPERTY SHOWN ON THIS
o
PLAT AS DEDICATED FOR A PUBLIC USE SHALL
20
-17 TOTHER
sE DEEMED TO BE DEDICATED FOR ANY
PUBLIC USE
2
AUTHCRIZED BY LAW
10
WHEN SUCH OTHER USE OS APPROVED BY
THE EDENTON TOWN COUNCIL IN THE PUBLIC
INTEREST.
NORTH CAROLINA,
I, A NOTARY PUBLIC OF THE COUNTY AND STATE
AFORESAID, CERTIFY THAT ,
A REGISTERED LAND SURVEYOR, PERSONALLY
APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGE
THE EXECUTION OF THE FOREGOING INSTRUMENT.
WITNESS MY HAND AND OFFICAL STAMP OF SEAL,
THIS DAY OF , 20_.
NOTARY PUBLIC
MY COMMISSION EXPIRES
\ 1j1O
\ Gy
O�
O�
\ F`
I, J. GARY CULP, CERTIFY THAT THIS PLAT WAS DRAWN \
UNDER MY SUPERVISION FROM A PARTIAL SURVEY MADE 's 28
UNDER MY SUPERVISION (DEED DESCRIPTION REFERENCES \
AS SHOWN); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND \
(REFERENCES AS SHOWN); THAT THE RATIO OF PRECISION W
AS CALCULATED IS 1:10,000; THAT THIS PLAT WAS \
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY -ORIGINAL SIGNATURE, LICENSE NUMBER AND \
SEAL THIS DAY OF AFL-- A.D., 20C
L-2950
LICENSE NUMBER
is/, \
AL
950 =
r�
I, J. GARY CULP, PROFESSIONAL LAND SURVEYOR, NO. 2950, \!
CERTIFY TO THE FOLLOWING AS REQUIRED IN G.S. 47-30(f)(11):
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE
AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE
THAT REGULATES PARCELS OF LAND.
I
S
� �
DATE
� I
� I
\ � I
ECDC LANDSCAPE
\\\ PROTECIT \ AREADOC
/ I
SURVEYOR:
J. GARY CULP jqj Hobbs, Upchurch & Associates, PA
300 S.W. BROAD STREET Consulting Engineers, Surveyors h Land Planners
SOUTHERN PINES, N.C. 28387 Southern Pines, North Carolina 28387
[phone]
LEGEND
BOUNDARY LINE
ROAD RIGHT-OF-WAY
- — — — — — — - ADJOINING PROPERTY
WETLAND LOCATIONS
h;, Y 1 4 2GJ3
DATE OWNER
(NOTARIZED)
• •� • .,-b a 1: a� � :�
I :1
I HEREBY CERTIFY THAT THE PU13UC STREETS
SHOWN ON THIS PLAT HAVE BEEN COMPLETED,
OR THAT A PERFORMANCE BOND OR OTHER
SUFFICIENT SURETY HAS BEEN POSTED TO
GUARANTEE THEIR COMPLETION, IN
ACCORDANCE WITH AT LEAST THE MINIMUM
SPECIFICATIONS AND STANDARDS OF THE
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION, DIVISION OF HIGHWAYS, FOR
ACCEPTANCE OF SUBDIVISION STREETS ON THE
STATE HIGHWAY SYSTEM FOR MAINTENANCE.
DATE
DISTRICT ENGINEER
CAMA CONSISTENCY CERTIFICATE
I HEREBY CERTIFY THAT THIS SUBDMSOIN
CONFORMS TO THE STANDARDS OF THE NORTH
CAROLINA COASTAL AREA MANAGEMENT ACT OF
1974 AND IS_/IS NOT ----LOCATED WITHIN
ANY AREA OF ENVIRONMENTAL CONCERN.
LOCAL PERMIT OFFICER DATE
SUBDIVISION MAP FOR
PHASE II -A
EDENT ON- CHO WAN
IND US TRIAL PARK
FOURTH TOWNSHIP
CHOWAN COUNTY
SCALE 1 is
= 200'
REVISED: FEB. 6,
NORTH CAROLINA
DECEMBER, 2007
2008, APR. 28, 2008
SHEET 1 OF 3

TO TOWN
OF EDENTON
Qj
F
SR 1120
�1
SITE
1 VICINITY MAP N.T.S.I
AREA INFORMATION
AS SHOWN
LEGEND \\
\
0 COMPUTED POINT \
O NEW IRON ROD \
O EIR EXISTING IRON ROD \
BOUNDARY LINE \
- - - ROAD RIGHT-OF-WAY \
- - - - - - - - ADJOINING PROPERTY \
20' UTILITY EASEMENT
- - - - - - - - BUILDING SETBACKS
30' DRAINAGE EASEMENT
................... ...................... WETLAND LOCATIONS
N/F
W.D. PRUDEN
oil/'h
\
\
\ Z adL
�iS
\ t, C
\
\ `cs
SUBDIVISION MAP FOR
I, J. GARY CULP. CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM A PARTIAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION REFERENCES
AS SHOWN); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND
(REFERENCES AS SHOWN); THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
J. GAARRYY CCULP Hobbs, Upchurch & Associates, PAN
300 S.W. BROAD STREET fflConsulting Engineers, Surveyors k Land Planners
SOUTHERN PINES, N.C. 28387 Southem Pines North CoroCno 28J87
[phone] ,
GRAPHIC SCALE
WITNESS MY OqIGINAL SIGNAT REU eC r. NUMB AND
1 SEAL THIS _DAY OF H►P A.D., 20_ 00 I °I 100 2I 400
P§15FESSIORAL &AD SURVEYOR S( 1N FED) II S/p �!
L-2950 1 Inch - 100 fL I
LICENSE NUMBER SE-291
AL
Sw
I
I
I
I I
HEIDE TRASK WOOD, ET AL
DB 145 PG 622 I o
0 J
� 0) N
i ,o
(Ao
i w so
m
I � I
I
I I
9
-30' ECDC LAND
PROTECTION AREA
41,390 SF
0.95 AC
(THIS SHEET)
- WETLANDS -
200.47'
' I
I
I
I
I
I
I
I
I O7
I(0
w
14
339,517 SF
7.79 AC /
23
428,541 SF I / / / I
9.84 AC
(422,132 sf -
\ \ \ 9.70 ac upland) tK+j�6Yy`I I w
10
10. / / ati ; \ / / / 13 I
F. IN / 46,745 SF I
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
BEARING
DELTA
C1
104.32'
260.00•
103.62'
S 10'00'30" W
22*59'17"
C2
304.09'
260.00'
287.05'
S 55'00.30" W
67'00'43"
C3
234.31'
260.00'
226.46'
N 65'40.08" W
51'38'02"
C4
68.72'
260.00'
68.52'
N 3716.50" W
15'08'34"
C5
105.38'
260.00'
104.67'
N 13'05.51" W
23'13'25"
C6
02
00.007
822
S 4'30'51" W
9000'00"314.16'
00284'
436'09"
9000'00"
C8
1.71'
260.00'
1 1.71'
N 0I'16'27" W
0'22'39"
PHASE II -A
EDENTON-CHO WAN
IND USTRIAL PARK EIR
FOURTH TOWNSHIP
CHOWAN COUNTY NORTH CAROLINA
SCALE 1" = 100, DECEMBER, 2007
REVISED: FEB. 6, 2008, APR. 28, 2008
SHEET 2 OF J
EIR
' I
L2 4EIR
N=840,184.4209'
E=2,717,980.8192'
h N / \ / S 88'3051 • W - J
221.07'---1
24 22 I o l-. ': 15 cCi� 1 I
72,739 SF 441046 SF I col "'44;046 SF 1 1
( 1.67 AC I I 1.01 AC `�� 1,Ol-"'--AC 1 I 12
I � 44,713 SF jo
\ (53,096 sf I I I
1.22 ac upland) I°i, I I I 1 o �I I 1.03 AC I�
CA
u V
LS 88*30'51" W- J t -S 88'30'51" WJ I I
�O y��iA
? s \ I oo - 200.00' - - I - - 200.00'_
.:
' ''•. I'• I LS 88'30'51" W J
\ `I.168 .2g
96.32 ,3�" yl I
-S 7g32 I
\ 57,870 SF I to
a� 1.33 AC I I
(43 96) f
Y-A
16 p1 jjF R2RgY
5 �
?s
ALBEMARLE BAPTIST CHURCH GtiF.
DB 254 PG 557
mQ
f
LINE TABLE
LINE
LENGTH
BEARING
L1
33.37'
S
64'10'58"
E
L2
74.70'
N
88'34'23"
E
L3
87.39'
N
44'50'23"
W
L4
60.40'
N
84 53'56"
W
LS
44.05'
S
30'20'12"
W
---
. s I
1.01 ac upland)
S 8830'51" W---TftJ
-----322.62'
----
't \
26 I
3 '0
49,603 SF I i
r a��
1.14 AC I o
(43,778 sf
1.01 ac upland)
I I
`I`
- -S 88,30'51" W-
237.86' ,
Z
I
N
:..� ::
I
-200.00 - - -
O
I
I
OI
16 N
I
v,
,D
�
1 43,891 SF
1`-°
� I
43,891 SF I''=- p
o
a�'I
I 1.01 AC
I$.
�I
1.01 AC I `'�!
o
I 11
I�
o
11.
N
'^ o
I 44,000 SF
Ic
`o
I
I
� 41
I 1.01 AC
Ic
m
I
LS 88'30'51" W-
I
J
L
-S 88'30.51" WJ
- 200.00' - -
r - - 200.00'
I
I
I
I
I
p
LS 88 30'S1" W-
-I
N
i 20
IN
I
17 I IrNa
` N I
I
o
I 44,000 SF
t�1
44,000 So
o
-
roco1.01
o
I AC
I�l
1.01 AC
N
i 10
It
I
m l
1
I 45,734 SF
I!
I
a:
I 1.05 AC
I'
LS 88 30'51 W- J
L -S 88 30'51' Wj/ I-
I
I
I
L4
r - 200.00' - - 1
r - - 200.00
�S
J
19
I
I
18 :: i
C8
88 3W51• W-
I
:i
- 200.01' -
-
9
T
O
to
m
T
m
zm
0
Z tM
ow
wo
u_ :3
0 V)
Z^
O 0.
Y
Y
Y

TO TOWN III
OF EDENTON
�
�Q
JJ
Q�O�
i
9�
3
SR 1120
1
A
SITE
N
1 VICINITY MAP N.T.S.I
V'
V
AREA INFORMATION
AS SHOWN
LINE TABLE
LINE
LENGTH
BEARING
L1
44.05'
N
30'20'12*
E
L2
60.40'
S
84'53'56"
E
L3
87.11'
S
44'38'36"
E
L4
52.14'
N
88'3O'51"
E
L5
80.40'
S
36'59'56"
W
L6
4.97'
S
88'30'58"
W
L7
105.29'
N
39'14'47"
W
L8
124.54'
N
08'52'22"
W
L9
29.71'
S
71'05'29"
W
L10
102.09'
N
22'52'36"
W
1-11
107.30'
N
23'43'170
W
L12
31.24'
N
68'54'35"
E
L13
30.05'
S
68'54'35"
W
L14
115.94'
N
24 23'44"
W
L15
115.23'
N
24'31'11a
W
L16
113.25'
N
24'20'34"
W
L17
116.00'
N
24'30'26"
W
L18
42.02'
N
ZV11'45"
W
L19
149.63'
N
24'25'52"
W
L20
132.15'
S
40'15'50*
E
L21
35.19'
N
31'25'20"
W
L22
108.12'
N
31'25'20"
W
L23
24.81'
S
31'28'29"
E
L24
54.51'
N
01'29'54"
W
L25
85.19'
S
88'30'51"
W
L26
65.94'
S
68'54'35"
W
L27
72.57'
S
68'54'35"
W
L28
61.83'
S
01-29'09"
E
N 26
Z �
1` N 8
n 8'30'51" E
ALBEMARLE BATPTIST CHURCH
DB 254 PG 557
ri
\ EIR
<G 30' ECDC LAND
\ OG PROTECTION AREA
2 50,111 SF
1.15 AC
(THIS SHEET)
:..
\ Cn N 23.0
�OS•
\ <. .......... 206. w i
f1
N
- WETLANDS -
i
28
69,654 SF \ ,•
\ f \ 1.60 AC
\ (52,589 sf
1.21 ac. upland)
20 17
_ L2 N 88'30'51 E N 88'30'51" E :` I
200.Q0
237.86 I to --- Z r _ 200.00' - - , i - - i:: F �,� . I 10
I
I� gl I I I N 88'30'51 E
0 001 I I tnl 18 I I r-200.42'---�
tO I 19 I o I 43,783 SF 1 1 I I
IN ,I,' I
m f I 51,930 SF I. (0 1.01 AC / J � / 9
1.19 AC Iw pl _ �/ / 44,145 SF I
00
tto
o wl I I' rnl/Cj
ioti / Im
I-
L" I I �/ �P5 v° \ \'s es I to
S 88'30'57" W ���`\� / ��6�83)• i o
I 154.99'
$ 1 m
/ Les c o "� ; ,'' \N 62,64-1 SF
m �o, 1.44 AC
/ 1 5 y ZI 6 \ IN
u 411363 SF 01 79,294 SF \ \ SIR lu
0.95 AC I� � w 1.82 AC \\ \ve tie \ IN
Jlto
I
73p38 lv� 0 1 EIT�\ OUT PARCEL �`� I °1
27 4 a a1 \\ �� • EIR
w
71,612 SF \ / 60,803 SF I 1O to
1.64 AC \� , �� 1.40 AC o F c 0to
(50,853 sf i / (44,309 sf M
1.17 ac upland) 1.02 ac. upland) 11 7 10,
m
EIR �'� \ 2
.............................. .
I 66•, g 9,025 SF o
WETLANDS 1*1 S 8830'26" W ---�
70,941 SF 35� `��,�\ �S ���1 EIR 290.04' /J I
"CONTROL CORNER" I
\ <p o \ iZ9�66 l6p R� 01y ^ 1.63 AC `rP� Sti NIR837,897.4261' I
\ (53,341 sf .................
Og•
9 E=2,718,040.1371 I
1.22 ac upland):;.. \..... I
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
BEARING
DELTA
C1
70.69'
45.00'
63.64'
S 46'29'09' E
90'00'00"
C2
314.17'
200.00'
282.85'
N 43'30'54' E
90'00'06'
C3
149.28'
260.00'
147.24'
N 15'20'25" E
3753'51"
C4
58.52'
260.00'
58.40'
N 38'14'15* E
1753'48"
C5
133.89'
260.00'
132.41'
N 59'26'17" E
29'30'16*
C6
59.46'
45.00'
55.22'
S 36'20'23" W
75'42'04"
C7
94.20'
45.00'
77.92'
S 61'28'42" E
119'56'06"
C8
96.45'
260.00'
95.90'
S 09'19'48" W
21'15'16"
C9
74.08'
200.01
73.66'
N 09'20'47" E
21'13'18*
C10
70.67'
45.00'
63.63'
N 46'29'54" W
89'58'29"
C11
64.67'
45.00'
59.24'
S 47'20'49" W
8720'04"
C12
141.46'
530.00'
141.04'
N 13'49'34" E
15'17'32'
C13
168.90'
530.00'
168.19'
N 30'36'07' E
18'15'330
C14
180.60'
53-0.00'
179.73'
N 49'29'37" E
19'31'27'
C15
95.87'
530.00'
95.74'
N 64'26'16" E
10'21'49'
C16
180.56'
470.00'
179.45'
N 58'39'29" E
2700'40'
C17
403.08'
470.00'
390.84'
N 23'05'00' E
49'08'17'
\ '0.
45
6
\ 61,572 SF
�•\\ 1.41 AC
9�91
\ -EIR S
N� \ ; 05�29• W \
\ NIR `�
\ it it \
\ 1N\ `
10
\ ta1cQ
N �w
. 110t
t�
t
t
t
t
CENTERLINE INTERSECTION TOWER 1,
DRIVE AND SOUNDSIDE ROAD --b
SURVEI'C)R
J. GARY CULP Hobbs, Upchurch & Associates, PA
300 S.W. BROAD STREET r4jConsulting Engineers, Surveyors & Land Planners
SOUTHERN PINES, N.C. 28387 Souk Pines, North Cororwo 28387
910 692-5616
'0 \
LOT 1 \
PC 2 \
SL. 11-J
2 �-
43,792 SF \ `�\ S 8W30'58" w
1.01 AC \\ \fir ,4845 fIR 150.40'
9 I.;
10 710k 4$ I LOT 4
�523' S I PC 2
12 EIR I LOT 3 I SL. 11-J
26• W PC 2 I
04 SL. 11-J
LOT 2
PC 2
SL. 11-J
LEGEND
0 COMPUTED POINT
O NEW IRON ROD
O EIR EXISTING IRON ROD
BOUNDARY LINE
- - ROAD RIGHT-OF-WAY
- - - - - - - - ADJOINING PROPERTY
20' UTILITY EASEMENT
- - - - - - - - BUILDING SETBACKS
30' DRAINAGE EASEMENT
.................. ........... ....... WETLAND LOCATIONS
EIR
A STATE OF
NORTH CAROLINA
EIR DB 327 PG 110 I
I
SUBDIVISION MAP FOR
PHASE II A
1, J. GARY CULP, CERTIFY THAT THIS PLAT WASDRAWN EDENT ON- CHO WAN
UNDER MY SUPERVISION FROM A PARTIAL SURVEY MADE INDUSTRIAL PARK
UNDER MY SUPERVISION (DEED DESCRIPTION REFERENCES
S SHOWN); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED S DRAWN FROM INFORMATION FOUND
(REFERENCES S SHOWN); THAT THE RATIO OF PRECISION FOURTH TOWNSHIP
AS PREPAREDCALCULATED O; THAT PLAT
INACCORDANCEWITH G.S.G.S.47OSAAMENDED. CHOWAN COUNTY NORTH CAROLINA
WELSHIGI DAYIOF4AOU(- NSA.D., 202SD SCALE 1" = 100' DECEMBER, 2007
REVISED: FEB. 6, 2008, APR. 28, 2008
P0.FESSION L D SURVEYORES`^�GRAPHIC SCALE
L-2950
LICENSE NUMBER 4� SEAL = 100 0 S0 100 200 400
L-2950
Ste'" Q ( IN FEET )
�� 1 inch - 100 rL SHEET 3 OF 3
r

"": s\Unwou,\wtiu v 1ccl.awg. Loyouc 1A04161, ey: wvvp""na, nvn"v: n,n c . -- -----
I
SURI
J. GARY CULP Hobbs, Upchurch & Associates, P.A
300 S.W. BROAD STREET Consulting Engineers, Surveyors & Land Planners
SOUTHERN PINES, N.C. 28387 Southern Pines, North Carolina 28387
[phone]
I, J. GARY CULP, HEREBY CERTIFY THAT THE WETLANDS BOUNDARY DEPICTED ON
THIS MAP IS THE RESULT OF A FIELD SURVEY AND/OR MEASUREMENTS, CONDUCTED - tN CARO
PY HQBBSC UPCH RCS HAND ASSOCIATES, P.A. 4 `
YGNATURE DATE Q SEAL
L-29_5,00
I, DOUG DORMAN, HEREBY CERTIFY THAT THE WETLANDS DELINEATION SHOWN su
ON THIS MAP REPRESENTS THOSE AREAS THAT WOULD BE DEFINED AS 404 G, G
JURISDICTIONAL WETLANDS BASED UPON THE BEST OF MY KNOWLEDGE, EXPERIENCE,
AND FIELD INVESTIGATION.
SIGNATURE DATE
LINE TABLE
LINE
LENGTH
BEARING
L1
151.23'
N
52'01'54"
E
L2
46.48'
N
51'47'28"
E
L3
200.47'
N
88'34'23"
E
L4
74.70'
N
88'34'23"
E
L5
173.71'
S
18'57'06"
E
L;
171.58'
S
58'33'47"
W
L7 1
143.32'
N
31'25'20"
W
L8
171.55'
N
58'35'19a
E
L9
143.24'
S
31-26'11"
E
L10
290.04'
S
88'30'26"
W
L11
203.82'
S
58'33'15"
W
L12
80.40'
S
36'59'56"
W
L13
145.77'
S
88'30'58"
W
L14
9.60'
S
88'30'58"
W
L15
115.74'
S
71'04'48"
W
L16
19.13'
S
71'04'48"
W
L17
83.67'
S
71'04'48"
W
L18
217.19'
S
71'04'26"
W
L19
208.68'
S
71'05'29"
W
L20
29.71'
S
71'05'29"
W
L21
242.04'
S
09'03'12"
E
L22
102.09'
N
22'52'36"
W
L23
107.30'
N
23*43'17"
W
L24
110.95'
N
24'19'36"
W
L25
115.94'
N
24'23'44"
W
L26
115.23'
N
24*31'11"
W
L27
50.51'
N
24'20'34"
W
L28
62.74'
N
24'20'34"
W
L29
116.00'
N
24'30'26"
W
L30
42.02'
N
24`11'45"
W
L31
106.12'
N
73'46'34"
E
L32
328.49'
N
12'35'38"
W
L33
93.26'
N
12'35'38"
W
L34
255.55'
S
73'16'01"
W
L35
71.83'
N
67 42'13"
W
L35
77.23'
S
67'42'12"
E
L37
47.21'
N
74'15'15"
W
L38
E4.43'
S
3109'11"
W
L39
57.85'
N
73'01'34"
W
L40
64.36'
N
42'56'04"
W
L41
66.62'
N
57-46'28"
W
L42
71.59'
N
63'31'48"
W
L43
58.85'
N
33-11'56"
W
L44
42.62'
N
55'17'38"
W
L45
37.44'
N
03*25'16"
W
L45
45.64'
S
85'16'39"
W
L47
43.82'
S
87'20'42"
W
L48
77.70'
S
6T34'59"
W
L49
215.53'
S
79*08*26"
E
L50
32.52'
N
1 T58'47"
W
L51
56.61'
N
03'40'46"
W
L52
39.91'
S
73'54'29"
E
L53
50.49'
S
5702'45"
E
L54
56.55'
N
09'08'51"
E
L55
56.52'
N
38-04'37"
E
L56
62.27'
N
07-42'50"
E
L57
64.54'
N
36'05'16"
W
L58
58.04'
N
59'05'58"
W
L59
50.73'
N
16'45'37"
W
L60
46.88'
S
76'23'35"
W
L61
42.74'
S
82'34'58"
W
L62
26.99'
N
01'31'38"
W
L63
53.84'
N
68'11'34"
E
L64
62.65'
N
67'16'54"
E
L65
72.75'
N
70'52'47"
E
L66
55.23'
N
60-59138"
E
L67
34.86'
N
65-2211On
E
I rQ
GO 2A'
JU. JY
1.1
11
♦/NAC�n/."
IV I:J G7
'YY
L69
53.38'
S
12'31'09"
E
L70
49.15'
S
30-56'22"
W
L71
58.08'
S
60'40'47"
W
L72
39.11'
N
83-40116"
W
L73
55.38'
N
83'23'24"
W
L74
65.63'
S
73-12'14"
W
L75
62.89'
S
34'15'46"
W
L76
37.50'
S
16'53'45"
E
L77
52.42'
S
02'30'29"
W
L78
50.98'
S
09'47'12"
E
L79
57.57'
S
50' 19' 17"
E
LBO
50.17'
N
89-11'25"
E
L81
41.37'
S
71'04'19"
E
L82
87.40'
S
45'24'410
E
L83
47.62'
S
22-51'07"
E
L84
61.73'
S
13'27'49"
E
L85
32.82'
S
86'57'28"
W
1-86
36.15'
N
7722'12"
W
L87
48.55'
N
44'22'09"
W
L88
47.46'
N
01'08'26"
E
LABELS
N/F
W.D. PRUDEN
L43
AREA INFORMATION -
76.80 ACRES
(EXCLUDING OUTPARCEL-0.56 AC.
TOTAL-76.24 ACRES
WETLAND
INFORMATION
G
= 0.85
AC.
XEF
= 12.86
AC.
J
= 2.42
AC.
AF
= 1.74
AC.
TOTAL
= 20.30
AC.
HEIDE TRASK WOOD, ET AL
DB 145 PG 622
L86
L89 L97
�94 3 L95
i. L97
L78
J
EIR cnb-t-e- a' r L49
L1
el h 47
L99
L100
,moo
v
L102
04
EIR\
L10
v� L53 L142 ill5
\\ X J L140 ��� L706
L138 <� L107
L60 L108
L6 L62 L136 <� L109
\ 00 rr� 3 - - W�
\\ `64L6 L134 L110
�66 L65 Ll33
<° L67 L132 1-111
L3
I CIJ
\ EIR ) <�
�34', w Ll30
NIR �14L73 L72� L729
S
Li 15
\ 0 � ��
�- L116
\2 ALBEMARLE BATPTIST CHURCH �ry� L117
O� DB 254 PG 557 L125�L118
L119
\ O L123 L120
�
�...-..-EIR ..-..-..-..- - -• L122
\ .. 361.
\ EIR �314 L145 I L159 "OUTPARCEL" t
L755 6i, TOWN OF EDENTON EIR
� L147 L151 ��' ��60 A F PC 1 SLIDE 145-D
L149 15315 2 L161 v$ `
\ L180 �� 150 , L165 ��6 EIR
L1 67 16 V�6k L163
�178
L179 1�'� �69 L169
�
/jR L170 � 186L187 7
g
R
E4 EIR
TY
N 0
N
14 �
o
rn to
a
<G,
V,
L172 '\. �° �`$9/ EIR Lt0
G Ll83 EIR
"CONTROL
G \ �ry / L793 9y EIR CORNER" I
L18
/EI L1 Ell
,EIR��,1 L16 I L14/ I A
/ AS LOT 3 1 LOT 3 ml
\ < / EIR PC 2 1 PC 2 I
LOT 2 \SL. 11-JIBE. 1+,_JJ�I
NIR EIR \ PC 2 I / <
L20 LOT 1 \ SL 11-J , _ I _ m
PC 2
Gi\\\ SL. 11-J / 50 R�W) oI
/pRNE/�
\ CENTERLINE INTERSECTION
TOWER DRIVE AND SOUNDSIDE ROAD
LEGEND
0 COMPUTED POINT
r,Af 1 4 2G2 O NIR NEW IRON ROD
O EIR EXISTING IRON ROD
BOUNDARY LINE
- - - - ROAD RIGHT-OF-WAY
- - - - - - - - ADJOINING PROPERTY
- • • - • • - • • CL EXISTING DITCH
STATE ' OF I
NORTH CAROLINA 1
DB 327 PG 110 I
TITLE REFERENCE
PLAT CABINET 1 SLIDE 3-B
ROWAN COUNTY REGISTRY
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OF THE
JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987
CORP OF ENGINEERS WETLANDS DELINEATION
MANUAL.
REGULATORY OFFICIAL
TITLE
USAGE ACTION ID
REGULATORY OFFICIAL
LINE TABLE
m 0
wz
L138
L739
"
IIE0
L148 1
53.56' 1
S
29'21'30"
E
L149
48.50'
S
7738'37"
E
L150
60.27'
N
63'34'13"
E
L151
55.44'
S
87'59'50"
E
L152
47.15'
N
5T2B'48"
E
L153
50.46'
S
85'56'49"
E
L154
48.01'
N
78'52'59"
E
L155
44.48'
N
28' 15' 15"
E
L156
63.93'
N
61'43'54"
E
L157
77.31'
N
52'59'49"
E
L158
43.86'
N
85'40'46"
E
L159t
21.09'
S
27'41'34"
E
L1601
96.70'
N
60-10'42"
E
L161
31gI
N
04'28'50"
W
L162
5.87.
N
67*44'03"
E
LINE I
LENGTH I
BEARING
I L1641
54.08'
N
63'24'28"
E
L89
40.72' 1
N
62'16125"
W
I L1651
35.33'
1 S
58'38'06"
E
L90
48.37'
N
53'07'03"
W
L166
44.00'
N
84'55'46"
E
L91
63.00'
N
62'18'41"
W
IL1671
41.76'
1 N
4T39'20"
E
L92
45.52'
S
09'35'20"
E
I L1681
30.35'
1 N
45'15'57"
W
L93
39.83'
S
8734'42"
W
L169
47.39'
1 N
47'26'37"
W
L94
51.85'
N
61'27'17"
W
L170
40.86'
N
01'28'20"
E
L95
51.35'
N
59'25'36"
W
L171
23.54'
N
20-25*49"
W
L96
45.79'
N
66'05'47"
W
L172
40.39'
S
79'08'56"
E
L97
27.31'
N
6424'21"
W
L173
70,14'
S
63'45'31"
E
L98
41.42'
N
55*37'10"
W
L174
63.12'
S
50'11'02"
E
L99
33.52'
N
67*52'47"
W
L175
86.40'
N
49'41'44"
E
L100
44.20'
N
51'27'15"
E
L176
47.44'
S
74'40'28"-E
L101
75.04'
N
31'43'31"
E
L177
.49.02'
S
15'57'40"
E
L102
47.86'
N
51'30'07"
E
Ll78
25.49'
S
13*38'11"
E
L103
58.54'
N
02'41'40"
E
L179
39.55'
S
7727'49"
E
L104
66.75'
N
28'11'38"
W
L180
55.95'
S
86'52'27"
E
L105
63.74'
N
35'16'04"
W
L181
14.19'
S
8T15'07"
E
L106
66.30'
N
48'03'22"
W
L182
160.65'
S
29'41'32"
W
L107
56.46'
N
37-38"22"
W
1-183
53.15'
S
67-29'33"
W
L108
74.37'
N
25'12'39"
W
L184
72.78'
S
09'00'42"
W
----,
..
.. u.�,...Y
...
1 .1GC
nn �.,
f.
.�•T�LTT•
,.,
WETLAND DELINEATION
SURVEY FOR
EXISTING WETLANDS
L11L110
74.52'
COUNTY OF
CHO THAN
GRAPHIC SCALE
75.01
L112
75.31'
L714
86.15'
FOURTH TOWNSHIP 200 G t00 zao ,00 eoo L115 47.34'
Ll16 52.87'
CHOWAN COUNTY NORTH CAROLINA Ll17 58.96'
SCALE 1" = 200' JUNE, 2007 (IN Ll19 51.25'
1 inch = 200 1t
E-T 1 OF 2 REVISE: APRIL 22, 2008
. E WN
L
0
0
i

'ile: 3:\CHW5Q1\WETLAN0 REV.d*g. LAyout: Model. By: OStephane. Plotted: Wed Apr 23. 20130 dt 9:090m. AREta U860:
J. GARY CULP Hobbs, Upchurch & Associates, P.A.
300 S.W. BROAD STREET �� Consul6hg Engineers, Surveyors & Land Planners
SOUTHERN PINES, N.C. 28387 Southern Pines, North Carolina 18387
[phone]
I, J. GARY CULP, HEREBY CERTIFY THAT THE WETLANDS BOUNDARY DEPICTED ON
THIS MAP IS THE RESULT OF A FIELD SURVEY AND/OR MEASUREMENTS, CONDUCTED
BY HOBBS, UPCHURCH AND ASSOCIATES, P.A.
S5 A URE ` DATE
I, DOUG DORMAN, HEREBY CERTIFY THAT THE WETLANDS DELINEATION SHOWN
ON THIS MAP REPRESENTS THOSE AREAS THAT WOULD BE DEFINED AS 404
JURISDICTIONAL WETLANDS BASED UPON THE BEST OF MY KNOWLEDGE, EXPERIENCE,
AND FIELD INVESTIGATION.
SIGNATURE DATE
FLA CS
WETLAND
INFORMATION
G =
0.85
AC.
XEF =
12.86
AC.
J =
2.42
AC.
AF =
1.74
AC.
TOTAL =
20.30
AC.
SEAL
L-2950
Q4R
AREA INFORMATION
76.80 ACRES m
(EXCLUDING OUTPARCEL-0.56 AC. I 9
TOTAL-76.24 ACRES I c —
I
I
EIR
NIR EIR
HEIDE TRASK WOOD, ET AL
DB 145 PG 622
\
J38 J,5r J36
\
J35 J3C
�• \ EIR
J39 J3J33
NP
13XA.�
J40
W.D. UDEN
/' 13X 12X lox 9X
J32 J43
11X SX
J44 J45
7X
J31
6X
J47
5X
J48
4X
1X 1E J49
EIR
3X 2X
2 5E J50
6E 3E 4E J51J
EIR\
X E F
7E
\
8E
\\
9E1
OE
\
12E 13E
\
11E 14E
\
15E
\
7E 16E
\
18E
\
_
19E
20E
\
EIR
I,
12
NIR 16 15 14
13
4po \
ALBEMARLE BATPTISTCHURCH
DB 254PG 557
O�
1
EIR
e A ,
\ 7 18
\ 1t 6F 16 17
8
\•.\ 90� 721314 15 ,
\Jl�
IAA 2A���
tP� 1A 4A
7A
i 5A 6A A,
NIR \ I
r-
\ J
\ NIR
i \
1�
1
1
1
1
1
1
I\\
WETLAND DELINEATION SURVEY FOR
COUNTY OF CHO WAN
FOURTH TOWNSHIP -
CHOWAN COUNTY NORTH CAROLINA
SCALE 1" = 200' JUNE, 2007
SHEET 2 OF 2 REVISE: APRIL 22, 2008
J
J24
/J21
J20
J19
J18
J17
55 J16
J56 J15
J57
J58 J14
J59
J13
J60
J12
J61
J11
J62
J63
J10
J64
J65
J9
J66 J8�••
J67
J66 J5
J69 � J4
9 20 "OUTPARCW
21 TOWN OF EDENTON
11F PC 1 SLIDE 145-D�
OF EIR
3F 7F _.
2F A F 15G 14G
1F 13G
9A 10A 16G 12G /
EIR
17G r-lf%
� EIR I
18G OG "CONTROL
\ / 8G 9G EIR CORNER"
\ iE11 7G STATE OF
7 Elfj NORTH CAROLINA I
\' EIR 1GA 1 I D DB 327 PG 110 1
LOT 3 1 LOT 3 m l
EIR PC 2
I PC 2
i T . � SL. 11—.11 1
\ LOT L \ I zl" 11 -J A l
EIR \ PC 2
\ PC 2 \\SL. 11- f� —I— mI
\ SL. 11-J / (50' R/W) o
i
\ \ i QRNEi ;U
v
CENTERLINE INTERSECTION
\ TOWER DRIVE AND SOUNDSIDE ROAD
LEGEND
0 COMPUTED POINT
O NIR NEW IRON ROD
O EIR EXISTING IRON ROD
BOUNDARY LINE
ROAD RIGHT—OF—WAY
— — — — — — — — ADJOINING PROPERTY
—••—••—••—•-- CL EXISTING DITCH
EXISTING WETLANDS
TO TOWN i
OF EDENTON
i
SR 1120
SR >>>4
N
P
N
SITE
VICINITY MAP N.T.S.
TITLE REFERENCE
PLAT CABINET 1 SLIDE 3-8
ROWAN COUNTY REGISTRY
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OF THE
JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987
CORP OF ENGINEERS WETLANDS DELINEATION
MANUAL.
REGULATORY OFFICIAL
TITLE
USAGE ACTION ID
REGULATORY OFFICIAL
mo
(A z
Io
°0 z
GRAPHIC SCALE
zoo 400 -
( IN FEET )
I inch = 200 It
e00

SURVEYOR:
J. GARY CULP Hobbs, Upchurch & Associates, P.A.
300 S.W. BROAD STREET Consulting Engineers, Surveyors & Land Planners
SOUTHERN PINES, N.C. 28387 Southem Pines, North Carolina 28387
[phone]
NOTES:
1. THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE THAT REGULATES PARCELS OF LAND.
2. SUBJECT TO ALL EASEMENTS, RIGHTS —OF —WAY,
STREETS, AND ASSESSMENTS, IF ANY, AS THE SAME MAY
APPEAR OF RECORD IN THE OFFICE OF THE REGISTER OF
DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX OFFICES
OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE
USE.
3. CONTROL WAS ESTABLISHED BY GPS METHODS.
4. IRON STAKES ARE SET AT ALL CORNERS, UNLESS
OTHERWISE NOTED.
5. ALL DISTANCES ARE HORIZONTAL GROUND.
6. AREA BY COORDINATE COMPUTATION. \
7. SURVEY FROM INFORMATION FOUND IN DEEDS AND \
PLATS OF RECORD IN CHOWAN COUNTY REGISTRY AND \
CORNERS LOCATED IN FIELD. \
N/F - EIR
W.D. PRUDEN 4_
Ile EIR
i
i
EIR
C
\ Z
\ \ a
\ ��Q sue.
\ \ pO y;
\ `20
STATE OF NORTH CAROLINA
COUNTY OF
I
I, REVIEW OFFICER OF COUNTY,
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS
AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. I
HEIDE TRASK WOOD, ET AL
DB 145 PG 622
\ NIR z
t
OUl \ `
Lc
ALBEMARLE BATPTIST CHURCH
DB 254 PG 557
A6'
EIR
\ L25
EIR
30' LANDSCAPE
CONTROL EASEMENT
r \
I, J. GARY CULP, PROFESSIONAL LAND SURVEYOR,
NO. 2950, CERTIFY TO THE FOLLOWING AS �� \
REQUIRED IN G.S. 47-30(f)(11): THAT THE SURVEY
CREATES A SUBDIVISION OF LAND WITHIN THE AREA
OF A COUNTY OR MUNICIPALITY THAT HAS AN N \
REVIEW OFFICER
DATE
"OUTPARCEL"
TOWN OF EDENTON
PC 1 SLIDE 145—D
50' EASEMENT AS PER
PC SLIDE 145—D
EIR„ L2
EIR
I
{
I
{
I
L34
NIR EIR
NI0
Ul
ro
m
SR 1120
A\\4
SITE
TO TOWN k
OF EDENTON
i
a
1�
VICINITY MAP N.T.S.'
TITLE REFERENCE
PLAT CABINET 1 SLIDE 3—B
ROWAN COUNTY REGISTRY
AREA INFORMATION
76.80 ACRES
(EXCLUDING OUTPARCEL-0.56 AC.
TOTAL-76.24 ACRES
NORTH CAROLINA
CHOWAN COUNTY
PRESENTED FOR REGISTRATION AND RECORDED
IN THIS OFFICE IN PLAT CABINET
SLIDE , THIS THE DAY OF
, 20_.
REGISTER OF DEEDS
ORDINANCE THAT REGULATES PARCELS OF LAND. V. , EIR
EIR L9 I "CONTROL
I CORNER"
SURVEYOR � \ / 1
DATE
\ / EIR
�o 12 L11
I, J. GARY CULP, CERTIFY THAT THIS PLAT WAS DRAWN \\ r
UNDER MY SUPERVISION FROM A PARTIAL SURVEY MADE
CP
UNDER MY SUPERVISION (DEED DESCRIPTION REFERENCES NIR
AS SHOWN); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND
(REFERENCES AS SHOWN); THAT THE RATIO OF PRECISION \ ��
AS CALCULATED IS 1:10,000; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND
SEAL THIS DAY OF A.D., 20— \
PROFESSIONAL LAND SURVEYOR
L-2950
LICENSE NUMBER
PRELIMINARY
BOUNDARY SURVEY FOR
CO UNT Y OF CHO WAN
FOURTH TOWNSHIP
CHOWAN COUNTY NORTH CAROLINA
SCALE 1" = 200' APRIL, 2007
-- / IEl EIRI I
L16 / \ 14 I LOT 3 1 LOT 3 STATE OF I
/ EIR PC 2 1 PC 2 I I NORTH CAROLINA I
/ \-\5 \ LOT 2 + SL. 1 1 —J I SL. 11 —J DB 327 PG 110 1 N
EIR \ PC 2 1 2
\ LOT 1 \ SL. 1 1—J _ Lnn
00
D I I m
I0I I
CENTERLINE IN ERSECTION 0 I
\ TOWER DRIVE AND SOUNDSIDE ROAD I m I 1
I
Ln
IOI I
I�I I
- - - - - - - - - — — 4EIR
='27 1 I
I I
GRAPHIC SCALE
( IN FEET )
I inch = 200 ft.
LINE TABLE
LINE
I LENGTH
HEARING
Li
151.23'
N
52'01'54"
E
L2
200.47'
N
88'34'23"
E
L3
74.70'
N
88'34'23"
E
L4
173.71'
S
18'57'06"
E
L5
171.58'
S
58'33'47"
W
L6
143.32'
N
31'25'20"
W
L7
171.55'
N
58*35'19"
E
L8
143.24'
S
31-26-11"
E
L9
290.04'
S
88'30'26"
W
L10
203.82'
S
58'33'15"
W
L11
80.40'
S
36'59'56"
W
L12
155.37'
S
88'30'58"
W
L13
218.54'
S
71'04'48"
W
L14
217.19'
S
71'04'26"
W
L15
208.68'
S
71'05'29"
W
L16
29.71'
S
71'05'29"
W
L17
242.04'
S
09*03'12"
E
L18
102.09'
N
22'52'36"
W
L19
107.30'
N
23'43'17"
W
L20
110.95'
N
24*19'36"
W
L21
115.94'
N
2423'44"
W
L22
115.23'
N
24*31'11"
W
L23
113.25'
N
24'20'34"
W
L24
116.00'
N
24'30'26"
W
L25
42.02'
N
24'11'45"
W
L26
255.55'
S
73' 16'01 "
W
TOWN OF EDENTON
PC 1 SLIDE 3-8
LEGEND
O COMPUTED POINT
O NIR NEW IRON ROD
O EIR EXISTING IRON ROD
BOUNDARY LINE
— — — ROAD RIGHT—OF—WAY
— — — — — — — — ADJOINING PROPERTY
— CL EXISTING DITCH
— — — — EXISTING POWER LINE

CHOWAN COUNTY, NORTH CAROLINA
LEGEND OF SYMBOLS
+
STREET SIGN
®
STORM SEWER DROP INLET
•
TIE WIRE
STORM SEWER GRAVITY LINE
•
POST OR PILE
O
STORM SEWER PUMP STATION
TELEPHONE PEDESTAL
- — -
STORM SEWER FORCE MAIN
UTILITY POLE
— w —
WATER LINE
•XXX
SOIL BORINGS
+
ARE HYDRANT
O
EXISTING IRON PIPE
WATER LINE FITTING
O
IRON PIPE SET
VALVE
o
CONCRETE MONUMENT
ca
SANITARY SEWER MANHOLE
NCGS MONUMENT
SANITARY SEWER CLEANOUT
Q
PK NAIL
®
SANITARY SEWER PUMP STATION
SANITARY SEWER GRAVITY LINE
- - - - - - - -
SANITARY SEWER FORCE MAIN
--------
SANITARY SEWER LATERAL
O EXISTING WELL LOCATION
® MONITORING WELL
® TEST BORING -zz Q�'�
-s- STREET LIGHT O
PROPERTY LINE
— — BUILDING RESTRICTION LINE (BRL)
— — 404 WETLAND
----- CAMA LINE
-- MEAN HIGH WATER LINE
-w EXISTING WATERLINE
—GN— EXISTING UNDERGROUND CABLE TV
—uGT— EXISTING UNDERGROUND TELEPHONE
---------------- PARKING
FENCE
cm lLom LIMITS OF CONSTRUCTION
S F —SF— SILT FENCE
■} DRAINAGE DIVIDE
OP 's OUTLET PROTECTION
(a ® CULVERT INLET PROTECTION
,(DO
INLET PROTECTION
c- CONSTRUCTION ENTRANCE
PROJECT DATA
DISTURBED ACREAGE
TREES / SHRUBS
c
® SNAITARY SEWER SYMBOL
X# STORM SEWER SYMBOL
LEGEND OF ABBREVIATIONS
PROP
PROPOSED
EX
EXISTING
TBR
TO BE REMOVED
TYP
TYPICAL
P.S.
PUMP STATION
STM '
STORM
SAN
SANITARY
' SWM
STORM WATER MANAGEMENT
f' W/L
WATERLINE
FH
ARE HYDRANT
LOC
LIMITS OF CONSTRUCTION
5.9 ACRES
TOWN OF EDENTON
SHEET INDEX
G-1
LOCATION MAP, INDEX, AND LEGEND
G-2
ALIGNMENT
G-3
ALIGNMENT
G-4
EXISTING CONDITIONS
G-5
EXISTING DRAINAGE AREA
G-6
PROPOSED DRAINAGE AREAS
G-7
OVERALL SITE PLAN
G-8
TOPOGRAPHIC PLAN
G-9
WINDLASS LOOP PLAN AND PROFILE
G-10
WINDLASS LOOP PLAN AND PROFILE
G-11
WINDLASS LOOP PLAN AND PROFILE
G-12
HAWSER ROAD PLAN AND PROFILE
G-13
SANITARY SEWER LINE A
G-14
SANITARY SEWER LINE A
G-15
SANITARY SEWER LINE B
G-16
SANITARY SEWER LINE C
G-17
STORMWATER WETLAND AREA 1
G-18
STORMWATER WETLAND AREA 2
G-19
WETLAND AREA 1 VEGETATION PLAN
G-20
WETLAND AREA 2 VEGETATION PLAN
G-21
DETAILS
G-22
EROSION CONTROL DETAILS
SITE
EDBfTON-CH M ffW NXM PARK PHASE r-A
CHOWAN COUNTY, NORTH CAROLINA
ATAr2=
® HOBBS, UPCHURCH & ASSOCIATES, P.A.
CONSULTING ENGINEERS
2522 S. CROATAN HIGHWAY, SUITE 24
NAGS HEAD, NORTH CAROLINA 27959

SEE SHEET 2 FOR CONTINUATION SEE SHEET 2 FOR CONTINUATION
1 1 210
1 1 I 1
1 I I `------------------ram
1 I I 11 00
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LINE TABLE
LINE
LENGTH
BEARING
Lt
449.90
N68'54'36"E
L2
794.43
N01'29'09"W
L3
10.0
S01'29'09"E
L4
564.45
S01 *29'09"E
L5
9.98
S88'31'08"W
L6
230.02
S88'31'08"W
L7
404.60
S01'30'39"E
L8
23.00
S01'29'54"E
19
330.34
I S5833'15"W
CURVE TABLE
CURVE
LENGTH
RADIUS
Ct
618.81
500.00
C2
361.28
230.00
C3
361.28
230.00
C4
361.29
230.00
C5
85.27
230.00
C6
85.27
230.00
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150
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2008
DESIGNED:
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LINE TABLE
LINE
LENGTH
BEARING
L1
449.90
N68'54'36"E
L2 i
794.43
N01'29'09"W
L3
10.0
S01'29'09"E
L
564.45
S01'29'09"E
b
9.98
S88'31'08"W
6
230.02
S88'31'08"W
1-7
404.60
S01'30'39"E
L8
23.00
S01'29'54"E
L9
330.34
S58'33'15"W
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CURVE
LENGTH
RADIUS
C1
618.81
500.00
C2
361.28
230.00
C3
361.28
230.00
C4
361.29
230.00
C5
85.27
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C6
85.27
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STORMWATER ®�\9 .Ft
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14 AREA = 16.6 AC =—� —� �(�✓ © \ \ `
1 7.7Y«. �--------------1 \\ •\ 7896 \ `
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339,516 Sq.R
1 8 \ \ STA = 0+75 RT
' 01 1.00 g _ AREA = 1.8 AC
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\ I / 44.0sg.R I uRa9t sg.1
-----' ipzl0+�9T — ---�� — — — — — — — — — — —
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AREA = 28.6 AC \ \ ,.D, Sq. .891 Sq. 1.01 Sq 1.19
31 « I I I I
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— L .6.'A-E`i' ' `F^'c'��••
4W,178 sett STA = 9+80 RT
(433.291 Sq.R \ _�— T _ A ' `�i = 4.0 AC 3 I
STA = 17+00 LT TA 1T+0 LT _ _ - 69.233.59 sq.R I I
' ` , \ \ \
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AREA = 3.1 AC
ARE 1.2 AC I \' .��\ \ ,.20 «. ualxro> i
STORMWATER I ®
Sq.R
WETLANDS #2 73.135 Sq.Ft a
1.65 W. 870 Sq 1.14 (a3,894 «.Sq.R \ \ ' \ \
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LEGEND
RIGHT OF WAY
EDGE OF ROAD
r DRAINAGE BOUNDARY
INTERMEDIATE DRAINAGE BOUNDARY
------- LOT LINES
WETLANDS
TREELINE
C/L OF EX STREAM
150 0 150 300
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\ 13 1 0 I 11 I 10 0
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\ 1.07 ac. , 44,713 Sq.Ft. I 44,037 Sq.Ft. I 44,072\Sq.Ft. I � 62,679 Sq.Ft.
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62.511 Sq.Ft. 1► \ I C
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\ (433,291Sq.Ft. b \ �! vv
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1.59 ac.
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, N ' 1.20 ac. UPLAND) \ I�
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73. /
I �- - ----
I 1.68 ac. 57,870 Sq.Ft.
.14 ac�
�' I (43,694 Sq.Ft.
54,147 S Ft. `) 1.33 ac.
7 1.24 oc. UPLAND) / t (43,962 Sq.Ft. I 1.00 ac. UPLAND)
i L ai // 1.01 ac. UPLAND)
\ 2
\ \
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11.00 cc
-�
(50,769 Sq.Ft.
1.16 ac. UPLAND) \ I \
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.01
LEGEND
;cf
3 N SANITARY SEWER MANHOLE
SANITARY SEWER MAIN
' i / \\`�' ///I \ // / WATERLINE FITTING
-W- PROPOSED WATERLINE
/ \� / / / / �\ / / RIGHT OF WAY
/ \ \\ /" / CENTERLINE OF ROAD
0z \ / // \ / CENTERLINE DITCH
------ TOP OF BANK
SILT FENCE
/ ® CHECK DAM
\ UTILITY EASEMENT
S \\�/// // \\ / / / ` x' >* >� LIMITS OF CONSTRUCTION
NOTE:
TEMPORARY CONSTRUCTION
20YAFT RILTHETCONSTRUCTION OFCTHDE ROADT ENTRANCE
WILL REMAIN THERE UNTIL AN EROSION CONTROL
ENERGY DISSIPATER
PLAN IS APPROVED FOR THE REMOVAL AND
_ REPLACEMENT OF THE SPOIL. THE SPOIL SHALL REMAIN WITHIN THE SILT FENCE AND THE SIDE 100 0 100 200 300
SLOPES SHALL NOT BE GREATER THAN 3:1
(HV) Scale 1 " = 100'
Fz
.
78.964 Sq.Ft. \\
\ 339,516 Sq.Ft. ` //
/ 15
/ a / 1.01 3,78 Ft
1.01 ac. 44,000 Sq.Ft. I . \ - -
_ . - '/,\ .
44, S t. I 43.891 Sq.Ft. I 1 r \
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LEGEND
;cf
3 N SANITARY SEWER MANHOLE
SANITARY SEWER MAIN
' i / \\`�' ///I \ // / WATERLINE FITTING
-W- PROPOSED WATERLINE
/ \� / / / / �\ / / RIGHT OF WAY
/ \ \\ /" / CENTERLINE OF ROAD
0z \ / // \ / CENTERLINE DITCH
------ TOP OF BANK
SILT FENCE
/ ® CHECK DAM
\ UTILITY EASEMENT
S \\�/// // \\ / / / ` x' >* >� LIMITS OF CONSTRUCTION
NOTE:
TEMPORARY CONSTRUCTION
20YAFT RILTHETCONSTRUCTION OFCTHDE ROADT ENTRANCE
WILL REMAIN THERE UNTIL AN EROSION CONTROL
ENERGY DISSIPATER
PLAN IS APPROVED FOR THE REMOVAL AND
_ REPLACEMENT OF THE SPOIL. THE SPOIL SHALL REMAIN WITHIN THE SILT FENCE AND THE SIDE 100 0 100 200 300
SLOPES SHALL NOT BE GREATER THAN 3:1
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DATE:
APRIL, 2008
DESIGNED:
JHB
DRAWN:
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CHECKED: JHB
SCAUT 1 " = 100,
SHEET NO.
G-7
OF:
22

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Via
LEGEND
SANITARY SEWER MANHOLE
� ,1J9 t \ / fi ! '' • / ) }', 1 L-`�`tJ r S '_ 1-! , 1 % \ � / / / / r /�
SANITARY SEWER MAIN
WATERLINE FITTING
w PROPOSED WATERLINE
RIGHT OF WAY
CENTERLINE OF ROAD
CENTERLINE DITCH
TOP OF BANK
—`f—ff SILT FENCE
i/y r`, /� \ I :, /. �y ;- % / ® CHECK DAM
UTILITY EASEMENT
LIMITS OF CONSTRUCTION
Ile
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ENERGY DISSIPATER
100 0 100 200 300
Scale 1 " = 100'
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DESIGNED:
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SHEEP NO.
G-8
OF: 22

LEVEL SPREADER
TEMPORARY CONSTRUCTION
ENTRANCE. SEE SHEET
G-16 FOR DETAIL.
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15
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FINISHED FLOOR
ELEVATIONS
SHALL BE 15' M.S.L.
LEGEND
N
SANITARY SEWER MANHOLE
SANITARY SEWER MAIN
�+
WATERLINE FITTING
W
PROPOSED WATERLINE
— —
RIGHT OF WAY
—
CENTERLINE OF ROAD
CENTERLINE DITCH
— — — —
— TOP OF BANK
---�—�
SILT FENCE
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SHEET NO.
G-9
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LEGEND
N
SANITARY SEWER MANHOLE
SANITARY SEWER MAIN
1-31-1
WATERLINE FITTING
w
PROPOSED WATERLINE
— —
RIGHT OF WAY
—
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TEMPORARY CONSTRUCTION
ENTRANCE. SEE SHEET G-16
FOR DETAIL.
FINISHED FLOOR
ELEVATIONS
SHALL BE 15' M.S.L.
LEGEND
M
SANITARY SEWER MANHOLE
SANITARY SEWER MAIN
�Ll
WATERLINE FITTING
W
PROPOSED WATERLINE
- -
RIGHT OF WAY
-
CENTERLINE OF ROAD
CENTERLINE DITCH
— - - -
— TOP OF BANK
----�—
SILT FENCE
®
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SHEET NO.
G-12
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22

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LEGEND
N
SANITARY SEWER MANHOLE
SANITARY SEWER MAIN
1-� 1
WATERLINE FITTING
w
PROPOSED WATERLINE
— —
RIGHT OF WAY
—
CENTERLINE OF ROAD
CENTERLINE DITCH
— ——••—••—
TOP OF BANK
—sF—
SILT FENCE
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— - UTILITY EASEMENT
LIMITS OF CONSTRUCTION
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ENERGY DISSIPATER
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SHEEP NO.
G-13
OF: 22

LEGEND
N
SANITARY SEWER MANHOLE
SANITARY SEWER MAIN
WATERLINE FITTING
w
PROPOSED WATERLINE
- -
RIGHT OF WAY
-
CENTERLINE OF ROAD
CENTERLINE DITCH
—••-••-••-
— TOP OF BANK
—s---
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G-14
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LEGEND
N
SANITARY SEWER MANHOLE
SANITARY SEWER MAIN
ICI
WATERLINE FITTING
w
PROPOSED WATERLINE
- -
RIGHT OF WAY
-
CENTERLINE OF ROAD
CENTERLINE DITCH
- - - -
- TOP OF BANK
SILT FENCE
—ss—
®
CHECK DAM
- - - - - - -
- - UTILITY EASEMENT
LIMITS OF CONSTRUCTION
TEMPORARY CONSTRUCTION
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FINISHED FLOOR
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G-15
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DETAIL A
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FLOW I
2" X 12" CHECK '
BOARDS 48" DIA. HELICAL CMP,
GALVANIZED
72" DIA. CMP RISER,- " 8'X8'X12"
GALVANIZED CONCRETE SLAB
N.T.S.
72" DIA. CMP RISER,
GALVANIZED
TOP=11.0'
CHANNEL IRON FOR CHECK
BOARDS (SEE DETAIL A)�
2" X 12"
CHECK BOARDS-
TOP=10.25'
2.5" ORIFICE-
naIFIrF n Fv = Q n I
45'-48" DIA. HELICAL CMP,
GALVANIZED
UPPER INV=9.0'
LOWER INV=8.6'
FILL WITH SAND
_8'X8'X12"
CONCRETE SLAB
SECTIONAL ELEVATION A —A
RISER DETAIL N.T.S.
14
13
12
10
9
8
7
6
5
[see]
1 +00
1 +50
2+00
2+50
3+00
25 0 25 50
Scale 1 " = 25' HOR.
1 " = 2.5' VERT.
3+50
4+00
75
LEGEND
r SANITARY SEWER MANHOLE
SANITARY SEWER MAIN
IZI WATERLINE FITTING
W PROPOSED WATERLINE
RIGHT OF WAY
CENTERLINE OF ROAD
CENTERLINE DITCH
— — — — TOP OF BANK
—�—g SILT FENCE
- — — — — — — — - UTILITY EASEMENT
NOTE:
CHANNEL, FASTEN TO EVERY FOURTH
INSIDE CREST OF CORRUGATION WITH
3/8" X 1" LONG GALVANIZED BOLTS WITH
HEX NUTS AND LOCK WASHERS.
PRE-MOLDEE
NEOPRENE GASKET
C 3X5 GALVANIZED
STD. CHANNEL IRON
Da_ _
%"X2" GALVANIZED
E
NOTES
1. ALL METAL NOT GALVANIZED SHALL BE PAINTED
2. CHECK BOARDS SHALL BE WOOD PLANK CONSTRUCTION, DOUGLAS FIR GRADE
(OR EQUIVALENT).
3. ALL WELDS AND HEAT AFFECTED AREAS ON GALVANIZED METAL SHALL BE
TREATED IN ACCORDANCE WITH SPECIFICATIONS.
4. FILL ALL VOIDS PRODUCED BY CORRUGATIONS BETWEEN CHANNEL IRON AND CMP
RISER WITH SUFFICIENT AMOUNT OF PREMOLDED NEOPRENE GASKET OR ASPHALT
MASTIC TO PRODUCE A WATERTIGHT SEAL.
5. A FILLER STRIP MAY BE USED TO INSURE A WATERTIGHT SEAL BETWEEN THE
RISER AND THE HELICAL PIPES.
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DATE:
APRIL,
2008
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SHEET NO.
G-17
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72" DIA. CMP RISER, g" 8'X8'X12"
GALVANIZED CONCRETE SLAB
PLAN VIEW
N.T.S.
72" DIA. CMP RISER,
GALVANIZED
TOP=11.0'
CHANNEL IRON FOR CHECK
BOARDS (SEE DETAIL A) S�OpE
2" X 12" 3'� 45'-48" DIA. HELICAL CMP,
CHECK BOARDS GALVANIZED
TOP=10.0' UPPER INV=9.0'
2.5" ORIFICE ( LOWER INV=8.6'
ORIFICE ELEV. = 9.0
o FILL WITH SAND
N .. 8'X8'X12"
CONCRETE SLAB
14
13
12
10
9
8
7
6
5
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RISER DETAIL N.T.S.
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1 " = 3' VERT.
S+OU
b+UU
LEGEND
N SANITARY SEWER MANHOLE
SANITARY SEWER MAIN
J-4 WATERLINE FITTING
w PROPOSED WATERLINE
— — RIGHT OF WAY
CENTERLINE OF ROAD
CENTERLINE DITCH
— — — — — TOP OF BANK
—�— SILT FENCE
- — — — — — — — - UTILITY EASEMENT
NOTE:
CHANNEL, FASTEN TO EVERY FOURTH
INSIDE CREST OF CORRUGATION WITH
3/8" X 1" LONG GALVANIZED BOLTS WITH
HEX NUTS AND LOCK WASHERS.
PRE-MOLDEE
NEOPRENE GASKET
C 3X5 GALVANIZED
STD. CHANNEL IRON
MAIL N.
TA.
�A"X2" GALVANIZED
E
NOTES:
1. ALL METAL NOT GALVANIZED SHALL BE PAINTED
2. CHECK BOARDS SHALL BE WOOD PLANK CONSTRUCTION, DOUGLAS FIR GRADE
(OR EQUIVALENT).
3. ALL WELDS AND HEAT AFFECTED AREAS ON GALVANIZED METAL SHALL BE
TREATED IN ACCORDANCE WITH SPECIFICATIONS.
4. FILL ALL VOIDS PRODUCED BY CORRUGATIONS BETWEEN CHANNEL IRON AND CMP
RISER WITH SUFFICIENT AMOUNT OF PREMOLDED NEOPRENE GASKET OR ASPHALT
MAS'1C TO PRODUCE A WATERTIGHT SEAL.
5. A FILLER STRIP MAY BE USED TO INSURE A WATERTIGHT SEAL BETWEEN THE
RISER AND THE HELICAL PIPES.
6+50
7+00
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APRIL, 2008
DESIGNED:
JHB
DRAWN: JHB
CHECKED:
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SCALE: 30'
SHEET NO.
G-18
OF: 22

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Qj
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LEGEND
SCIENTIFIC NAME
COMMON NAME
S Ft.
(q )
OF AREA
(Sq. Ft. )
QUANTITY
QUANTITY
E—
a' __
C
z
. " . ' ` ' " ` ' " ' ' " . ' ' x
..xx,........x...
Pontederia Cordata L.
Pickerelweed
4258
27%
9
473
w
=
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Sparganiaum
OAmerican
Americanum Nutt.
Burreed
4554
29%
9
506
Q Q
Z
w
Iris Virginica L.
Virginia Iris
195
2%
9
22
NOTES:
SOIL PREPARATION: USE NATIVE SOILS. SEE SOILS MANUAL. SCARIFY TWO
TO THREE INCHES.
_
Q
z
I
Saururus Cemuus L.
Lizard's Tail
4420
28%
9
491
3 Y
0
L
Peltandra Virginica L.
Green Arrow Arum
806
5%
9
90
FERTILIZERS: COMMERCIAL OR ORGANIC FERTILIZERS ARE COMPATIBLE WITH
ALL SPECIES.
O
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I—
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Eleocharis Palustris L.
Creeping Spikerush
1428
9%
9
159
PROCEEDURE/SCHEDULE: PLANTING SHOULD BE DONE IN EARLY APRIL TO
MID JUNE FOR
Q
0 a
Q
%
Morelia Cerifera L.
Wax Myrtle
Y
23
TRANSPLANTING EMERGENT STOCK. DORMANT RHIZOMES CAN BE PLANTED
IN THE FALL AND
I
O
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SPRING. IT MAY BE NECESSARY TO ORDER STOCK THREE TO SIX MONTHS
IN ADVANCE.
Z
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[tea Virginica L.
Virginia Sweetspire
40
O
0
Llex Decidua Walt.
Possumhaw
35
IF PLANTING DONE IN DRY SEASON MEASURES SHALL TAKEN TO FLOOD THE
WETLAND. PLANTS
I—
F-
SHALL BE PLANTED AS SOON AS POSSIBLE AFTER BEING RECEIVED FROM
NUSERY. A MINIMUM
Z
(n
Cephalanthus
Common Buttonbush
49
SUCCESS RATE OF 80% OVER THE FIRST YEAR IS REQUIRED. CONTRACTOR
IS RESPONSIBLE FOR
Li
Occidentalis L.
REPLANTING IF NECESSARY.bi
i
Diospyros Virginiana L.
Common Persimmon
29
I
W W W W W W
Andropogon Virginicus L.
Broomsedge Bluestem
5996
DATE:
100%
APRIL,
2008 r
2
DESIGNED:
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SCIENTIFIC NAME
COMMON NAME
AREA
(Sq. Ft.)
PERCENTAGE
OF AREA
SPACING
(Sq. Ft.)
QUANl1TY
Pontederia Cordata L.
Pickerelweed
5129
16%
9
570
Sparganiaum
Americanum Nutt.
American Burreed
7032
23%
9
781
Iris Virginica L.
Virginia Iris
195
1%
9
22
Saururus Cemuus L.
Lizard's Tail
8927
29%
9
992
Peltandra Virginica L.
Green Arrow Arum
5306
17%
9
590
Eleocharis Palustris L.
Creeping Spikerush
4466
14%
9
496
Morelia Ceritera L.
Wax Myrtle
52
Itea Virginica L.
Virginia Sweetspire
56
Llex Decidua Walt.
Possumhaw
52
Cephalanthus
Occidentalis L.
Common Buttonbush
49
Diospyros Virginiana L.
Common Persimmon
48
Andropogon Virginicus L.
Broomsedge Bluestem
10721
100%
0
SOIL PREPARATION: USE NATIVE SOILS. SEE SOILS MANUAL. SCARIFY TWO TO THREE INCHES
FERTILIZERS: COMMERCIAL OR ORGANIC FERTILIZERS ARE COMPATIBLE WITH ALL SPECIES.
PROCEEDURE/SCHEDULE: PLANTING SHOULD BE DONE IN EARLY APRIL TO MID JUNE FOR
TRANSPLANTING EMERGENT STOCK. DORMANT RHIZOMES CAN BE PLANTED IN THE FALL AND
SPRING. IT MAY BE NECESSARY TO ORDER STOCK THREE TO SIX MONTHS IN ADVANCE.
IF PLANTING DONE IN DRY SEASON MEASURE SHALL TAKEN TO FLOOD THE WETLAND, PLANTS
SHALL BE PLANTED AS SOON AS POSSIBLE AFTER BEING RECEIVED FROM NUSERY. A MINIMUM
SUCCESS RATE OF 80% OVER THE FIRST YEAR IS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR
REPLANTING IF NECESSARY.
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EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN AN APPROVED SOIL AND EROSION CONTROL PLAN.
2. INSTALL THE CONSTRUCTION ENTRANCE.
3. INSTALL SILT FENCE AROUND THE PEREMITER TO SURROUND THE LIMITS OF
CONSTRUCTION BEFORE LAND DISTURBING ACTIVITIES BEGIN.
4. ONCE DITCH GRADING HAS BEEN PLACE ROAD CHECK DAMS AND THEN
IMMEDIATELY PLACE TEMPORARY SEED IN THE DITCHES.
5. AFTER RAINFALL CHECK EROSION CONTROL MEASURES TO ENSURE THEY HAVE
NOT BEEN DAMAGED. FIX ANY PROBLEMS IMMEDIATELY. REMOVE ANY SILT AND
TAKE OFF -SITE OR TAKE TO ON -SITE SPOIL AREA.
6. ALL DISTURBED AREAS ARE TO BE PLANTED SUFFICIENTLY TO RESTRAIN
EROSION AFTER THE COMPLETION OF ANY PHASE OF GRADING. WHEN AVERAGE
HEIGHT OF TURF BECOMES 5 INCHES, MOW TO A 3" HEIGHT.
7. MAINTAIN EROSION CONTROL DEVICES PERIODICALLY AFTER ALL RUNOFF
PRODUCING RAINS.
8. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS STABILIZED, CALL FOR A
PRELIMINARY FINAL INSPECTION BY THE N.C. DEHNR LAND QUALITY SECTION. IF
ACCEPTABLE, REMOVE ALL TEMPORARY DEVICES.
9. SEED AND MULCH ALL RESULTING DISTURBED AREAS. WHEN VEGETATION IS
ESTABLISHED, CALL FOR FINAL SITE INSPECTION.
PERMANENT SEEDING SCHEDULE
SEED SHALL BE FURNISHED AND SOWED AT THE RATES PER ACRE AND
DURING THE TIMES OF YEAR AS FOLLOWS:
MARCH 1 - AUGUST 31 SEPTEMBER 1 - FEBRUARY 28
50 LBS. TALL FESCUE 50 LBS. TALL FESCUE
5 LBS. CENTIPEDE 5 LBS. CENTIPEDE
25 LBS. BERMUDAGRASS (HULLED) 35 LBS. BERMUDAGRASS (HULLED)
500 LBS. FERTIUZER 500 LBS. FERTILIZER
4000 LBS. LIMESTONE 4000 LBS. LIMESTONE
.IANIIARY 1 - nrf'rURFP ';1
75 LBS. TALL FESCUE
50 LBS. BAHIA
500 LBS. FERTILIZER
4000 LBS. LIMESTONE
NOTE:
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN ONE WEEK
AND SUBJECT TO FURTHER DISTURBANCE. PERMANENT SEED MIX SHALL BE CHECKED FOR
ADEQUACY ON JULY 15. AN ADEQUATE COVER SHALL HAVE 30 SPRIGS OF BERMUDA
PER ONE SQUARE FOOT.
SOIL AMENDMENTS STILLED TO 6" DEPTH PRIOR TO SEEDING,
APPLY AGRICULTURAL LIMESTONE - 2 TONS/ACRE
APPLY FERTILIZER AT A RATE OF 1,000 LB/ACRE (10-10-10).
MULCH
MULCH - 2 TO 2 1/2 TONS/ACRE - SMALL GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR - ASPHALT EMULSION ON SLOPES. 0 430 GAL./ACRE (TYPE R.S.)
MULCH ANCHORING TOOL SHALL BE USED ON ALL OTHER AREAS.
M0490NCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY
ADEQUATE. MOW TO 3" HT. WHEN AVERAGE HT. OF GRASS BECOMES 5".
RESEED, APPLY SOIL AMENDMENTS AND MULCH DAMAGED OR DEAD AREAS
IMMEDIATELY.
DECRIPTION OF THE PROJECT
THE EDENTON CHOWAN DEVELOPMENT CORPORATION IS PROPOSING TO
DEVELOP PHASE II -A OF THEIR INDUSTRIAL PARK LOCATED NEAR THE
EDENTON-CHOWAN AIRPORT. THE TRACT OF LAND CONSISTS OF 76
ACRES OF LAND. THE PROPERTY IS RELATIVELY FLAT WITH A DRAINAGE
CHANNEL THAT RUNS THROUGH THE MIDDLE IN A CLOCKWISE DIRECTION.
THE PROPERTY HAS A TOTAL OF 20.3 ACRES OF 404 WETLANDS WITH NO
BLUE LINE STREAMS ON THE PROPERTY.
THERE ARE TWO CONSTRUCTED WETLANDS PROPOSED ON THE PROPERTY.
CONSTRUCTED WETLAND #1 TREATS THE FOLLOWING LOTS: 2-6, 8-14,
AND 27 PLUS SOME OF THE ROAD RIGHT OF WAY. CONSTRUCTED
WETLAND #2 TREATS THE FOLLOWING LOTS: 15-26 PLUS SOME OF THE
ROAD RIGHT OF WAY.
EROSION CONTROL PLAN OBJECTIVES
RUNOFF DRAINS THROUGH ROADSIDE GRASS SWALES AT 3:1 SIDE SLOPES.
THESE SLOPES WILL KEEP THE RUNOFF FROM GAINING TOO MUCH
VELOCITY AND THEREFORE ALLOWING MORE SEDIMENT TO SETTLE AND GET
FILTERED BY THE GRASS. ROCK CHECK DAMS ARE ALSO PROVIDED TO
REDUCE VELOCITY AND ALSO PROVIDE A PLACE FOR SEDIMENT TO SETTLE.
THE RUNOFF IS THEN DISCHARGED INTO CONSTRUCTED WETLANDS. THE
CONSTRUCTED WETLANDS ALSO PROVIDE SEDIMENT REMOVAL, BUT THE
PLANTS LOCATED WITHIN THE WETLANDS ALSO PROVIDE A BIOLOGICAL
MEANS OF REMOVING POLLUTANTS. THE WETLANDS THEN DISCHARGE
INTO AN EXISTING DRAINAGE CHANNEL VIA A CULVERT. RIP RAP ENERGY
DISSIPATERS ARE LOCATED AT THE END OF THESE CULVERTS TO
DECREASE VELOCITY. THROUGHOUT THE ROADWAY SYSTEM CULVERTS ARE
LOCATED TO TRANSFER RUNOFF FROM ONE SIDE OF THE STREET TO THE
OTHER AND RIP RAP ENERGY DISSIPATERS ARE ON BOTH SIDES. BOTH
WETLANDS CONTROL THE FIRST INCH OF RUNOFF AND RELEASE IT OVER A
3 DAY PERIOD THE 2-YR STORM IS ALSO CONTROLLED. SILT FENCE IS
PROPOSED AROUND THE PERIMETER OF THE PROJECT. THE SILT FENCE
FILTERS RUNOFF LADEN STORMWATER BEFORE LEAVING THE PROJECT
AREA.
V-shaped Rlprap Channel
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EXCELSIOR MAT 2'
OVERLAP AT SEAMS k—
STAPLES 2' O.C.
BOTH DIRECTIONS
n
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NOTE: PREPARE, SEED OR SOD, AND INSTALL SOIL EROSION
CONTROL BLANKET ON DISTURBED AREA OF DITCH.
EXCELSIOR MAT SWALE
N.T.S.
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
y THE ENTRANCE AND TIMELY
ev MAINTENANCE MUST BE PROVIDED.
COARSE AGGREGATE
2-3"
TEMPORARY CONSTRUCTION ENTRANCE
WIRE FENCING AND
FILTER FABRIC
COMPACT
BACKFI
EXTEND FABRIC AND
WIRE INTO TRENCH
sF SILT FENCE DETAIL
N.T.S.
14'
GEOTEXTILE
FABRIC
TREATED 2" x
4" POSTS 10'
O.C. WITH WIRE
OR 6' O.C.
WITHOUT WIRE
LEVEL SPREADER DETAIL
NOT TO SCALE
SECTION B—B
GEOTEXTILE FABRIC TO BE INSTALLED UNDER
ALL EROSION CONTROL STONE.
oP STONE F
GEOTEXTILE
FABRIC —
SECTION A -A
N. T. S.
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DATE:
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DESIGNED:
JHB
DRAWN:
JHB
CHECKED:
JHB
SCALE:
AS SHOWN
SHEET NO.
G-22
NOT TO SCALE
OF:
22